WB PWD Schedule 2010 - Complete

Sections

Page 1

BUILDING WORKS(A) - Earth Work, Antitermite Treatment (1 – 19)(B) Dismantling,Cutting Chase, Holes (21 - 31)(C) Brick Works, Concrete Works etc. (33 - 89)(D) Flooring (91 - 121)(E) Roofing and Sheet Walling (123 - 143)(F) Structural Steel Works, Grills, Gates etc. (145 - 177)(G) Carpenter's Works (179 - 305)(H) Band Moulding, Cornice etc. (307 - 317)(I) Plastering, Pointing etc. (319 - 327)(J) White Wash, Colour Wash, Distemper (329 - 339)(K) Paining, Varnishing etc. (341 - 349)(L) Glazier's Work (351 - 353)(M) Drain, Down Pipes, Chimney pipes etc. (355 - 365)(N) Thatch, Mud and Bamboo Works (367 - 375)(O) Fencing (377 - 391)(P) Soling, Edging and Metalling (393 - 399)(Q) Maintenance of Statues and Monuments etc. (401)( R ) Aluminium Works (403 - 429)(S) Well for Water Supply (431 - 443)(T) Miscellaneous Works (445 - 483)

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SANITARY AND PLUMBING WORKS(A) Plumbing Works

(B) Sanitary and Drainage works

( C ) Materials and Labour etc.

I. Ferrule and Feruule Connection (Original & Repair works) (1)II. G. I./PVC Pipe Works and fittings (Original & Repair works) (2 - 32)III. Cistern, G.I./PVC Tanks with Parts (Original & repair works) (33 - 37)IV. Basins and sinks with Parts (original & repair works) (38 - 45)V. Tube – Well (Original & Repair works) (46 - 54)

I. Hydrants and Allied Works. (Original & Repair Works) (55,56)II. Soil-Pipe and Fittings (Original & repair works) (57 - 74)III. Water Closets and Urinals (Original & repair works) (75 - 81)IV. Inspection Pit, Septic Tank, Soak Pit etc. (original & repair works) (81 - 92)

I. Miscellaneous (93 - 96)II. Cost of Materials (97 - 105)III. Wages to Various Labourers. (106)IV. Selection of Pipe Diameters. (107)

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ROAD, BRIDGE AND CULVERT WORKS

Annexures:Issue Rates of different MaterialsSupply of different materialsRates of Stone materialsDistances from refineries

4.1 – Embankment works4.2 – Soil compaction & Stabilization works4.3 – Soil boring & Testing works4.4 – Bridge & Culvert works4.5 – Repair and Rehabilitation works4.6 – Soling, Edging & Metalling works4.7 – Bituminous works4.8 – Miscellaneous works4.9 – Loading, Unloading & Stacking works4.10 – Road Transportation & Carriage works

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Description of Items Unit Rate (Rs.)

SECTION -1: BUILDING WORKS 1 (A) Earth Work, Anti Termite Work.1 1 Sq.m 6.451 21 (a) Depth of excavation not exceeding 1.500 mm. %Cum 7377.041 %Cum 11898.811 %Cum 14516.331 d) Add extra for excavation in morum soil %Cum1 e) Add extra for cutting lateriate/sandstone3 1) Cutting with chisel %Cum3 2) by blasting operation %Cum3 33 a) With earth obtained from excavation of foundation. %Cum 4759.523 %Cum 8448.043 %Cum 24125.373 %Cum 27546.133 %Cum 30906.915 %Cum 38343.945 4 %Cum 58305.305 (B) Do - by fine sand %Cum 64249.105 55 %Cum 10648.945 %Cum 29092.657 %Cum 32215.677 %Cum 39652.707 67 a) Depth upto 1.5 m. Sq.M. 352.307 b) For additional depth beyond 1.5 m. and upto 3.00 m Sq.M. 388.377 c) For additional depth beyond 3.00 m. Sq.M. 435.887 d) (i) For basement work and Depth upto 1.50 m. Sq.m. 450.847 Sq.m. 487.519 (iii) For basement work and Depth beyond 3.00 m. Sq.m. 52S.809 7 Pre-Constructional Anti-termite measures:9 Sq.m. 86.999 Sq.m. 122.77

11 Sq.m. 97.4411 Sq.m. 126.8813 Post Constructional Measures 13 8 Mtr 59.9915 Mtr 66.7715 Sq.M. 78.7717 Sq.M 51.8819 Sq.m. 44.22

21 (B) Dismantling, Cutting, Chase, Holes etc21 121 a) In ground floor including roof. Cu.M. 276.6421 Cu.M. 30.0021 Cu.M. 35.5521 221 In ground floor including roof.21 (a) upto 150 mm. thick Cu.M. 582.1621 (b) above 150 mm. thick Cu.M. 877.69

Page

No.

SI. No. PC-I/PC-

Surface Dressing of the ground in any kind of soil including Earth work in excavation of foundation trenches or drains, in

(b) Depth of excavation for additional depth beyond 1.500 (c) Depth of excavation for additional depth beyond 3000

Earth work in filling in foundation trenches or plinth with

b) With earth obtained by fresh excavation (including c) (i) With carried earth arranged by he contractor within a (ii) With carried earth arranged by the contractor within a (iii) With carried earth arranged by the contractor within a (iv) With carried earth arranged by the contractor within a (A) Filling in foundation or plinth by silver sand in layers not

Earth work in filling in compound, tank, low land, ditches [a) With earth obtained by fresh excavation upto 1800 mm. b) (i) With carried earth arranged by the contractor within a (ii) With carried earth arranged by the contractor within a (iii) With carried earth arranged by the contractor within a Hire and labour charges for shoring work (including

(ii) For basement work and Depth beyond 1.50 m and upto

(a) Anti termite treatment to bottom surface ( in case of (b) Anti termite treatment to back filling of the masonry (c) Anti termite treatment to the top surface of the (d) Treatment to the back filling of R.C.C. foundation with

(a) Anti-termite treatment to the outside of foundations with (b) Anti-termite treatment to the outside of foundation with (c) Anti-termite treatment to the soil under floor with d) Anti-termite treatment to the junction of wood work and (e) Spot application for insecticides using Aqua base spray

Dismantling all types of masonry excepting cement

b) Extra rate for each addl. Floor over the rate of ground (c) Extra rate for careful dismantling and recovering at least Dismantling all types of plain cement concrete works,

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21 Cu.M. 30.0021 323 (a) In ground floor including roof. Cu.M. 1210.9923 Cu.M. 30.0023 423 (a) In Ground Floor including roof. Sq.M. 142.3123 Sq.M. 3.5723 5 Cu.M. 457.7323 (a) In Ground Floor including roof.23 Cu.M. 30.0023 625 a) In ground floor including roof. Sq.M. 30.9425 b) Extra for each addl. Floor over the rate of ground floor Sq.M. 3.5725 7 Sq.M. 38.072525 8 Sq.M. 25.592525 9 Sq.M. 21.4225 10 Sq.M. 11.6027 1127 (a) in brick wall [Cement-3.6 Kg/Mtr] Mtr. 70.3327 (b) in concrete wall [Cement-3.6 Kg/Mtr] Mtr. 82.2327 1227 (a) Diameter upto 150 mm.27 (i) In brick work [Cement-4.0 Kg/Mtr] Mtr. 83.0427 (ii) In concrete work (plain or R.C.) [Cement- 3.0 Kg/Mtr] Mtr. 95.422727 (i) In brick work [Cement-6.0 Kg/Mtr] Mtr. 122.5127 (ii) In concrete work (plain or R.C.) [Cement-4.6 Kg/Mtr] Mtr. 194.092727 (i) In brick work [Cement-10.0 Kg/Mtr] Mtr. 190.6429 (ii) In concrete work (plain or R.C.) [Cement-7.5 Kg/Mtr] Mtr. 268.3529 13 Cu.M. 143.9929 1429 (a) Metal Size 50 mm to 65 mm Cu.M. 145.7629 (b) Khoa Size 32 mm to 25 mm Cu.M. 167.7629 (c) Chips Size 20 mm to 10 mm Cu.M. 299.8629 15 Each 37.4929 16 Sq.M. 8.3331 17 Sq.M. 9.0831 18 588.8331 19 Cu.M. 176.43

33 (C) Brickworks, Concrete Works etc.33 1 Sq.M. 264.3133 2 Sq.M. 25.1833 3 Sq.M. 152.3633 433 (a) 1:3:6 proportion Cu.M. 4326.0133 (b) 1:4:8 proportion Cu.M. 3955.0533 533 a) Pakur Variety Cu.M. 5001.2833 (b) River bazree Cu.M.33 (c)RajMahal Cu.M.33 (d) With local hard blackstone variety chips (crusher broken) Cu.M.

(c ) Extra rate for each addl floor over the rate of ground Dismantling R.C. floor, roof, beams etc. including cutting

(b) Extra rate for each addl floor over the rate of ground Dismantling terraced roof in ground floor roof (including

(b) Extra rate for each addl floor over the rate of ground Dismantling carefully terraced floor only (including floor

(b) Extra rate for each addl floor over the rate of ground Dismantling artificial stone flooring upto 50 mm. thick by

Taking out carefully Ranigunge pattern tiles from roof, (Payment to be made on the measurement of portion of roof Taking out carefully G.C.I, or C.I. or asbestos sheets (Payment to be made on measurement of portion of roof or Dismantling Chunar stone flooring carefully including Stripping off worn out plaster and raking out joints of walls, Cutting chase upto 125 x 150 mm. and subsequent

Cutting holes and subsequent mending good

(b) Diameter exceeding 150 mm. but not exceeding 300

(c) Diameter exceeding 300 mm. but not exceeding 450

Removal of rubbish.earth etc. from the working site and Labour for breaking 1/2 Bricks or Full Bricks (Old / New) into

Labour for dismantling the necessary bases of R.C. or Dismantling worn out wall or ceiling of Tarja or Durmamat Dismantling carefully wooden walling, flooring of ceiling and Labour for scrapping and picking up old dilapidated mortar / 1000 Dismantling carefully wood work in posts, postplates,

Single Brick Flat Soling of picked jhama bricks including Labour for laying single brick flat soling including ramming Supplying and laying brick Khoa of ordinary bats of size (38 Cement concrete with graded jhama khoa (30 mm size)

Ordinary Cement concrete (mix 1:2:4) with graded stone

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35 6 (a)35 (i) Pakur Variety Cu.M. 5652.3235 (ii) N.B. Variety (Stone Metal) Cu.M.35 (iii) RajMahal Cu.M.35 Cu.M.35 6(b)35 (I) Pakur Variety Cu.M. 6036.8435 (ii) N.B. Variety (Stone Metal) Cu.M.37 (iii) RajMahal Cu.M.37 Cu.M. 37 6(c)37 (i) Pakur Variety Cu.M. 6237.6037 (ii) N.B. Variety (Stone Metal) Cu.M.37 (iii) RajMahal Cu.M.37 Cu.M. 39 6(d) Cu.M 6629.6739 6(e) Cu.M 6802.8839 739 (I) Pakur Variety Cu.M. 5675.3239 (ii) River Bazree Cu.M.39 (iii) RajMahal Cu.M.41 (iv) With local hard blackstone variety chips (crushe broken) Cu.M.41 841 (i) (1:3:6) proportion Cu.M41 (ii) (1:4:8) proportion Cu.M4141 i) Without approved concrete pump. Cu.M 5643.8841 ii) With approved concrete pump. Cu.M 5881.634343 [with Batching Plant & transit mixer]43 In Ground Floor& Foundation. [Pakur Variety].43 (i) Without approved concrete pump. Cu.M 6028.2943 (ii) With approved concrete pump. Cu.M 6266.0445 9A(c)45 [with Batching Plant & transit mixer]45 In Ground Floor& Foundation. [Pakur Variety].45 (i) Without approved concrete pump. Cu.M 6211.6045 (ii) With approved concrete pump. Cu.M 6449.36

47 9A(d)47 with Batching Plant & Transit Mixer]47 In Ground Floor& Foundation [Pakur Variety].47 (i) Without approved concrete pump. Cu.M 6602.6747 (ii) With approved concrete pump. Cu.M 6841.5449 9A(e)49 [with Batching Plant & transit mixer]49 In Ground Floor* Foundation. [Pakur Variety]49 (i) Without approved concret pump Cu.M 6745.9949 (ii) With approved concret pump Cu.M 6983.75

51 9B(a)51 In ground floor and foundation.51 (i) Without approved concrete pump. Cu.M 6207.1651 (ii) With approved concrete pump. Cu.M 6488.2453 9B(b)

Controlled Cement concrete with well graded stone chips

(iv) With local hard blackstone variety chips (crusher Controlled Cement concrete with well graded stone chips

(iv) With local hard blackstone variety chips (crusher Controlled Cement concrete with well graded stone chips

(iv) With local hard blackstone variety chips (crusher Controlled Cement concrete grade mix with well gradec Controlled Cement concrete grade mix with well graded Ordinary Cement concrete (mix 1:1.5:3) with graded stone

Plum concrete work with 40 % cement concrete with 30 mm

9A Batch Mixed concrete of M 20 Grade with well Graded

9A Batch Mixed concrete of M 25 Grade with well Graded

.) Batch Mixed concrete of M 30 Grade with well Gradec

Batch Mixed concrete of M 35 Grade with well Graded

Batch Mixed concrete of M 40 Grade with well Graded

[Note:- If Transit Mixer is not used then Rs 135/-per Cu.m to Supplying ready mixed concrete of M 20 Grade with well

Supplying ready mixed concrete of M 25 Grade with well

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53 In Ground Floor and Foundation53 (i) Without approved concrete pump Cu.M 6619.3453 (if) With approved concrete pump Cu.M 6900.4255 9B(c)55 In ground floor and foundation.55 i) Without approved concrete pump Cu.M 6822.6555 ii) With approved concrete pump Cu.M 7103.7357 9B(d)57 In ground floor and foundation.57 (i) Without approved concrete pump Cu.M 7242.6157 (ii) With approved concrete pump Cu.M 7523.6959 9B(e)59 In ground floor and foundation.59 (i) Without approved concrete pump Cu.M 7379.2659 Cu.M 7660.35595959 1059 In ground floor59 A) [Pakur Variety]59 a) 1:3:6 proportion Cu.M 4168.3659 b) 1:4:8 proportion Cu.M 3818.0659 (B) With N.B. Variety stone metal.59 (a) 1:3:6 proportion Cu.M61 (b) 1:4:8 proportion Cu.M6161 In ground floor61 (a) 1:3:6 proportion Cu.M61 (b) 1:4:8 proportion Cu.M6161 In ground floor61 (a) 1:3:6 proportion Cu.M61 (b) 1:4:8 proportion Cu.M61 1161 (i) upto 4 th floor. Cu.M. 58.8861 (ii) above 4thftoor Cu.M. 71.446161 126363 Sq.m 265.7363 Sq.m 280.4663 Sq.m 310.826363 Sq.m 11.1563 ii) above 4th floor (per floor). Sq.m 13.6463 Cu.M 53.8963 f) 25 mm to 30 mm shuttering without staging in oundation Sq. m 167.106363 13 Sq.m 682.7865 Cu.M 147.0065 14 Sq.m 71.6665 156565 (i) Tor steel/Mild Steel M.T. 55954.4065 (b)Extra For works beyond the roof of ground floor/initia 4m

Supplying ready mixed concrete of M 30 Grade with well

Supplying ready mixed concrete of M 35Grade with wel

produced in computerised batching plant under

(ii) With approved concrete pump[Note: 1. Lifting charge for items of 9 A and 9 B without 2. Lifting charge for items of 9 A and 9 B with approved (I) Cement concrete with graded stone ballast (40 mm size

(II) Cement concrete with 30 mm down graded shingles

(III) Cement concrete with 32 mm down graded gravel

Add extra over the rate of ground floor for basement and

Note: 1) For thin concrete members upto a thickness of 65 Hire and labour charges for shuttering with centering and (When the height of a particular floor is more than 4 m the (a) 25 mm to 30 mm thick wooden shuttering as per (b) Above 30 mm & upto 37 mm thick wooden shuttering as (c) Steel shuttering or 9 to 12 mm thick approved quality ply (d) Extra for works beyond the roof of ground floor per (I) upto 4th (per floor) and in basement.

e) Extra for staging beyond 4 m in any floor (Mode of

totes:- For shuttering in shell roof, grid roof with vertical a) Hire and labour charges for shuttering for concrete work (b) Extra for Staging beyond 4 m [mode of measurement: Hire and Labour Charges for shuttering with hard wooc for Reinforcement for reinforced concrete work in all sorts of (a) For works in foundation, basement and upto roof of

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67 (i) Up to 4 th floor roof in each addl. floor Qntl 30.3367 (ii) Above 4 th floor roof per addl. floor/every 4 m Qntl 35.4467 16 Qntl 96.4467 17 Sq.m 16.5567 1867 a) 20 mm thick Sq.m 394.9767 b) 25 mm thick Sq.m 421.6567 c) 37.5mm thick Sq.m 485.5467 1967 a) In foundation and plinth Cu.M 4485.8969 b) In Super structure, ground floor. Cu.M 4633.8769 2069 a) In Foundation and Plinth. Cu.M. 4302.0169 b) In Super structure, Ground Floor. Cu.M. 4450.006969 21 Brick work with 1 st class bricks in cement mortar (1:4)69 (a) In foundation and plinth Cu.M. 4377.5669 (b) In superstructure, ground floor Cu.M. 4525.5569 22 Brick work with 1st class bricks in cement mortar (1:6)69 (a) In foundation and plinth Cu.M. 4073.3769 (b) In superstructure, ground floor Cu.M. 4221.3671 2371 (a) In foundation and plinth Cu.M. 4342.9071 (b) In superstructure, ground floor Cu.M. 4491.007171 2471 (a) In foundation and plinth Cu.M. 4235.3571 (b) In superstructure, ground floor Cu.M. 4383.457171 25 Cu.M. 157.7671 26 Brick work with 1st class modular bricks71 (a) With cement mortar (1:4).71 (i) In foundation and plinth Cu.M. 4128.0371 (ii) In superstructure, ground floor Cu.M. 4227.3671 (b) With cement mortar (1:6)71 (i) In foundation and plinth Cu.M. 3836.0671 (ii) In superstructure.ground floor Cu.M. 3911.6171 2771 (a) Upto 4th floor Cu.M. 66.9971 (b) Above 4th floor Cu.M. 80.3373 2873 (a) Clear span not exceeding 1,500 mm. Cu.M. 729.9373 Cu.M. 774.3773 Cu.M. 805.4873 Cu.M. 819.927373 29 Sq.M. 558.9473 30 Sq.M. 592.2773 31 Sq.M. 37.7273 32 Sq.M. 436.5273 Sq.M. 458.4373 33 Sq.M. 460.6373 Sq.M. 482.5475 34 Sq.M. 383.2775 Sq.M. 433.08

Labour for straightening of coil bars of any dia including Labour for Placing on forms (i.e. shuttering) of I.R.C. or Cement concrete (1:1.5:3) with graded stone chips 5.6 mm

Brick work with 1st class bricks in lime and surki mortar 1:2)

Brick work with 1st class bricks in lime and surki mortar

Notes:-(a) For lime surki brick work in foundation below G.L.

Brick work with 1st class bricks in composite mortar with

NOTE : 633 kg of unslaked lime @1 cu.m. of lime Brick work with 1st class bricks in composite mortar with

NOTE : 633 kg of unslaked lime @1 cu.m. of lime Extra Labour for brick for string course and set square brick

Add extra for basement and each additional floor over the

Extra over rate of corresponding items for brick works in

(b) Clear span exceeding 1,500 mm. but not exceedinc (c) Clear span exceeding 2,400 mm. but not exceeding (d) Clear span exceeding 3,600 mm. but not exceedinc N.B. : While calculating the volume of brick work only the 125 mm. thick brick work with 1st class bricks in cement 125 mm. thick brick work with 1st class bricks in cement Extra for using approved H.B netting in every third layer in (a) 100 mm. thick brick work with 1st class Modular bricks (b) 100 mm. thick brick work with 1st class Modular bricks (a) 100 mm. thick brick work with special class Modula (b) 100 mm. thick brick work with special class Modula a) 75 mm. thick brick work with 1st class bricks set in (b) 75 mm. thick brick work with 1st class bricks set in S

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75 35 Sq.M. 554.6675 3675 (a) In ground floor Cu.M. 3740.8575 (b) Add extra for each addl. Floor75 i) Up to 4th floor Cu.M. 70.5575 ii) Above 4th floor Cu.M. 85.1075 37

(a) In ground floor 424.4775 Sq.M 6.24

(i) up to 4th floor75 (ii) above 4th floo Sq.M 8.0375 3875 (a) 50 mm. thick panels Sq.M 353.7475 (b) 37.5 mm thick panels Sq.M 305.537577 3977 50 mm. thick Sq.M 883.1377 4077 (a) 50 mm. Thick panels Sq.M 921.5877 (b) 37.5 mm. Thick panels Sq.M 799.7077 41 Sq.M 177.5477 4277 (a) upto 4th floor Sq.M 7.1477 (b) above 4th floor Sq.M 8.037777 (a) upto 4th floor Sq.M 5.3677 (b) above 4th floor Sq.M 6.2479 43 Cum 11113.5679 4479 (a) In foundation and plinth Cum 4139.3679 (b) In superstructure ground floor Cum 4265.4679 4579 (a) In foundation and plinth Cum 4447.4479 (b) In superstructure ground floor Cum 4573.5479 4679 a) In foundation and plinth Cum 4403.7879 b) In superstructure and ground floor Cum 4529.88797979 4779 (a) upto 4th floor Cum 66.9981 (b) above 4th floor Cum 80.3381 4881 (a) 290x190x140 mm each81 (b) 290x140x140 mm each81 (c) 290x90x140 mm each81 Note: For Casting of 100 Nos of Blocks81 49 Cu.M81 50 Cu.M81 51 Cu.M81 5281 (a) In foundation & Plinth Cu.M83

(b) In Superstructure ground floor83 (i) 200 mm thick wall Sq. M

affri brick work 125 mm. thick with 1st class bricks in J 200 mm. thick Brick work with Fly Ash Bricks set in cement

100 mm. thick brick work with Fly Ash Bricks set in cement

(b) Add extra for each addl. floor over the rate of ground

Precast pierced concrete jally work as per design and

(Cement and steel required for item no. 38 will not b issued R.C. weather board (1:1.5:3) with stone chips and

R.C. shelves (1:1.5:3) either precast or cast in situ with

Bonding new brick work with old at every 4th course Add extra for each additional floor over the rate for ground

(ii) 39,40 & 41

Supplying.hoisting.fittingand fixing R.C.C. precast thin 1st class brick work of width 200 mm. with non-modular

1st class brickwork of width 200 mm. with non-modular

1st class brick work of width 200 mm. with non-modular

NOTES : (a) (i) For item 44 above cement 0.055 cu.m.sand (ii)For item 45 above cement 0.083 cu.m. sand 0.33 cu.m. Add extra for each additional floor over the rate for ground

Manufacturing and supplying (ex-manufacturers stackyard

For (a) cement 1.54 bags, sand 0.27 Cu.m coarse Hand Packed rough dressed stone walls by masons with Hand Packed rough dressed boulder wall with boulders Masonry work with Precast cement concrete (1:5:8) closed

(Consumption per Cu.m -Block 400x200x200-57 Nos.

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8383 (ii) 150 mm thick wall Sq. M8383 (iii) 100 mm thick wall Sq.M8383 (c) Add for each addl. Floor83 (i) 200 mm thick wall Sq. M83 (ii) 150 mm thick wall Sq.M83 (iii) 100 mm thick wall Sq.M83 5383 (a) In Road and Jhora Work Cu.M83 (b) In Fine dressed work in Building83 (i) In Ground Floor Cu.M83 (ii) In First Floor Cu.M85 5485 (a) In Road and Jhora Work85 (b) In Fine dressed work in Building85 (i) In Ground Floor Cu. M85 (ii) In First Floor Cu. M85 55 Brick work in mud mortar in all thickness of wall Cu. M85 56 Sq. M 59.5585 57 893.4785 58 Sq. M 331.418585 59 Sq. M 78.2187 Sq. M 281.1987 60 kg 132.6587 61 Cu.M 3017.4887 62 Kg 82.6687 6387 (a) 290x190x140 mm Cu.M8787 (b) 290x140x140 mm Cu.M8989 (c) 290x90x140 mm Cu.M8989 64 Kg 389.96

91 (D) Flooring91 191 (a) 75 mm. thick Sq.M 346.5991 (b) 100 mm. thick Sq. M 457.199191 2 Sq.M 624.1691 391 In ground floor.9191 Using grey cement91 (i) 20 mm. thick Sq.M 192.4891 (ii) 25 mm. thick Sq.M 219.0491 (iii) 35 mm. thick Sq.M 271.489191 491 (A) For item 391 [with 3 mm thick colour topping]




Rubble masonry in cement (1:6) with hard dressed stones

Rubble masonry in cement (1:4) with hard dressed stones Cu. M

Cleaning the concrete surface by removing dirt and debris, Cleaning .the exposed reinforcement preferably upto full Sq. M Applying epoxy based reactive joining agent for joining the Note: Applicable only when the full diameter of 'a) Applying 2 coats of bonding agent with synthetic multi (b) Applying 2 coats of Non-Toxic Acrylic Polymer modified Extra rate for using water proofing and plasticising Polymer concrete made with water resistant bonding agent Removing corroded worn out portion of reinforcement Masonry work with precast stone Masonry Block having

Consumption per Cu.M- Block 117 Nos,Cement-0.09 Cu.M,

Consumption per Cu.M- Block 159 Nos,Cement-0.0.09

Consumption per Cu.M- Block 247 Nos,Cement-0.09 Cu.M, Extra rate for adding Polyester Fibre anti shrinkage material

Terraced flooring of lime concrete with stone lime, surki &

NOTE : 633 kg. unslaked lime make @ 1 cu.m. of lime putty Brick-on-edge floor or pavement with 1st class brick set Artificial stone in floor, dado, staircase etc with cement

3 mm. thick topping (High polishing grinding on this item is

(Add extra @1.5% for each addl. floor upto 4th floor and Extra cost of colouring over corresponding items of artificial

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91 (i) Colouring black Sq.M 115.8893 (ii) Colouring red Sq. M 124.2193 (iii) Colouring pink, cream, yellow, green Sq. M 132.54939393 5 Extra cost of labour over grey artificial stone for93 (i) Chequering Sq. M 9.1193 (ii) Border (upto 75 mm. width) % Metre 881.0293 (iii) Nosing, bead, moulding etc. % Metre 991.0193 (iv) Moulding hand-rail of verandah, staircase etc. % Metre 1540.9693 6939393 In ground floor.9393 (i) In ordinary grey colour Sq. M 489.1793 (ii) In black colour Sq. M 546.9893 (iii) In red colour Sq. M 556.5095 Sq. M 531.2295 Sq.M 633.819595 (i) In ordinary grey colour Sq. M 537.7595 (ii) In black colour Sq.M 619.2795 (iii) In red colour Sq.M 632.84

Sq.M 574.9895 Sq.M 721.3995 79595 (i) In ordinary grey colour Sq.M 672.8495 (ii) In black colour Sq.M 727.6695 (iii) In red colour Sq.M 748.1397 Sq. M 745.5997 Sq. M 900.909797 (i) In ordinary grey colour Sq. M 693.7997 (ii) In black colour Sq.M 753.8497 (iii) In red colour Sq. M 774.3097 Sq.M 756.0797 Sq.M 914.0997 897 (i) For 25 mm. (finished) thick. Sq.M 28.3697 997 (a) For borders (upto 75 mm. width) % Metre 835.4797 (b) For nosing, bead moulding etc. % Metre 927.6997 (c) For moulded hand rail of verandah, staircase etc % Metre 1392.0897 1097 (a) 20 mm. wide strip Metre 11.6097 (b) 25 mm. wide strip Metre 12.9197 (c) 37 mm. wide strip Metre 14.2299 (ii) Aluminium - 25 mm. wide & 2mm. thick. Metre 42.4299 11 Sq.m 165.8299 12 Sq.m 246.7299 13 Sq. M 17.5599 14 Sq. M 261.2399

(These colour items should be done by using white cement [White cement to be supplied by the Agency including cost

35 mm. thick (finished) terrazo work, cast in situ in floor and (Add extra @ 1.5% for each additional floor upto 4 th floor [White cement for item No 6 to be supplied by the contractor

(A) 9 mm. thick terazo topping, laying and finished to 6 mm.

(iv) In silver grey {ordinary cement and white cement to be (v) In pink, green, yellow, light green colour using white (B) 12 mm. thick terrazo topping, laying and finihsed to 9

(iv) In silver grey (ordinary cement and white cement to be (v) In pink, green, yellow, light green colour using white 20 mm. thick (finished) terrazo work with precast tiles set on (A) 9 mm. thick terrazo topping, laying and finished to 6

(iv) In silver grey (ordinary cement and white cement to be (v) In pink, green, yellow, light green colour using white (B) 12 mm. thick terrazo topping, laying and finished to 9

(iv) In silver grey (ordinary cement and white cement to be (v) In pink, green, yellow, light green colour using white Extra over corresponding item of precast terrazo work

NOTE : (For Kern no. 7 & 8, no cement will be supplied by

Supplying dividing strip fitted and fixed with cement mortar

25mm. thick damp proof course with cement concrete with 25 mm. thick damp proof with cement concrete (1:1.5:3) Supplying and laying Polythene Sheet (150gm / sq.m.) over 40 mm. thick damp proof course with cement concrete (with graded stone chips 20 mm nominal size) with water

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101 15101 In ground floor Sq. M 979.35101101 In ground floor Sq. M 1053.78101 16103103 (A) Deep Colour & White Sq. M 1449.86103 (B) Light Colour Sq. M 1075.00103103 (A) Deep Colour & White Sq. M 1599.95103 (B) Light Colour Sq. M 1225.10103 17 Sq. M 296.64103 18 Sq. M 161.54103 19 Sq. M 65.44103 20 % M 451.07103 21 each 41.11103 22105 (a) Marble floor/ marble dado 483.29105 (b) Floor/ dado other than marble 394.41105 23105105 i) Area of each Slab/tile upto 0.3 sq.m. 1327.31105 1557.51105 Sq. M 1885.92105 2214.33105 (b) With Chawk Dungri105 i) Area of each tile upto 0.3 sq.m. 1530.18105 1735.38105 2884.82107 Sq. M 4198.47107 Meter 161.21107 Sq. M 141.32107 24107 Sq. M 1411.75107 Sq. M 1642.28107 1988.69107 2299.10107 (b) With Chawk Doongri107 (i) Area of each tile upto 0.3 sq.m. Sq. M 1614:95107 Sq.M 1820.26107 2969.59109 Sq. M 4283.24109109109 (i) Area of each Slab/tile upto 0.3 sq.m. Sq. M 1423.86109 Sq. M 1656.50109 (i) Area of each tile upto 0.3 sq.m. Sq. M 1629.06109 Sq. M 1834.37109 25 Sq. M 28.34109 26109 Red Variety109 (i) 25 mm. thick Sq. M 464.72111 (ii) 30 mm. thick Sq. M 497.39111 27 Sq. M 963.01111 27 (A) m 139.21

(a) Supplying, fitting and fixing 20 mm. to 37.5 mm. thick

(b) Supplying fitting and fixing in position 8 mm. to 12 mm.

Supplying and laying true to line and level vitrified tiles of (I) With application slurry @1.75 kg/ Sq.m, 20 mm sand

(II) With Polymerised Adhesive [6 mm thick] & epoxy

Resetting old glazed porcelain tiles in 20 mm thick cement' Resetting old Mirzapur stone slabs in 20 mm thick [avg] Taking out Mirzapur or glazed porcelain tiles carefully by eparing cracks in floor with cement mortar (1:2) with illing rat-holes with broken glass and cement concrete Washing and cleaning with oxalic acid powder using 33

% Sq. M% Sq. M

Supplying, fitting and fixing Marble Slab/tile of 15 to 18 mm (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi

Sq. Mii) Area of each Slab/tile exceeding 0.3 sq.m. but not Sq. Miii) Area of each Slab/tile exceeding 0.60 sq.m but not iv) Area of each slab/tile exceeding 1.00 sq.m (This item to Sq. M

Sq. Mii) Area of each tile exceeding 0.3sq.m. but not exceeding Sq. Miii) Area of each tile exceeding 0.6 sq.m but not excedding 1 Sq. M(iv) Area of each slab/tile exceeding 1.00 sq.m (This item to

23 Extra cost of labour for prefinished and premoulded Nosing 23 (B) Extra cost of labour for Marble Stone Floor in treads of

Supplying, fitting, fixing marble slab/tiles, 15 mm. to 18 mm. (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi / (ii) Area of each slab/tile exceeding 0.3sq.m. but not (iii) Area of each slab/tile exceeding 0.6 sq.m but not Sq. M(iv) Area of each slab/tile exceeding 1.00 sq.m (This item to Sq. M

(ii) Area of each tile exceeding 0.3sq.m. but not exceeding (iii) Area of each tile exceeding 0.6 sq.m but not excedding Sq. M(iv) Area of each slab/tile exceeding 1.00 sq.m (This item to

24 Supplying fitting and fixing 15 to 18 mm thick Marble (a) With Makrana plain pink / Adranga Pink / Garbh Gulabi /

(ii) Area of each tile exceeding 0.3sq.m. but not exceeding

(ii) Area of each tile exceeding 0.3sq.m. but not exceeding Polishing only of old marble or terrazo work with oxalic acid Supplying and laying chequered tiles of any shade & of

18 mm. to 22 mm. thick, kota stone slab set in 20 mm thick Extra cost of labour for prefinished and premoulded Nosing

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111 27 (B) Sq. M 130.32111 28 Sq. M 1056.21111 29 Sq. M 15.38111 30111 A) Floor111113 (a) Area of each tile upto 0.09 Sq.m113 (i) Coloured decorative Sq.M 711.71113 (ii) Other than Coloured decorative including white Sq.M 661.71113 (b) Area of each tile above 0.09 Sq.m113 (i) Coloured decorative Sq.M 759.26113 (ii) Other than Coloured decorative including white Sq.M 724.26113 (B) Wall113113 (a) Area of each tile upto 0.09 Sq.m113 (i) Coloured decorative Sq.M 724.93113 (ii) Other than Coloured decorative including white Sq. M 674.93113 (b) Area of each tile above 0.09 Sq.m113 (i) Coloured decorative Sq.M 962.35113 (ii) Other than Coloured decorative including white Sq.M 888.13113 (C ) Floor113113113 (i) Coloured decorative Sq.M 819.47113 (ii) Other than Coloured decorative including white Sq.M 769.48113113 i) Coloured decorative Sq.M 862.25113 ii) other than Coloured decorative including white Sq.M 827.36115 (D )Wall115115115 (i) Coloured decorative Sq. M 844.47115 ii) Other than Coloured decorative including white Sq.M 794.48115115 I) Coloured decorative Sq.M 1077.23115 ii) other than Coloured decorative including white Sq.M 1002.23115115115115 ii) above 4 th floor-Rs 6.25/ Sq.m115115 Area of each slab upto 0.2 Sq.m Sq.M 1785.71117 31 B Sq. M 2450.42117 32 Sq. M 498.28117 2 mm thick117117 (i) 2 mm thick (Plain) Sq. M 430.18117 ii) 1.5 mm thick {with stud / checkered) Sq. M 410.52117 33 Sq. M 117.21117 work set in cement mortar (1: 4) complete.117 34 Sq. M 67.88117 oints finished with white cement.117 35 75 mm glazed ceramic tiled border (listel type)117 m 202.09119 b) Polymerised adhesive and epoxy grout jointing m 215.42

Extra cost of labour for grinding Kota Stone Floor in treads Supplying, fitting and fixing 18 mm. to 22 mm. thick kota Grinding to marble / mosaic floor including remaining stone, Supplying, fitting & fixing 1st quality Ceramic tiles in walls

With Sand Cement Mortar (1:4) 20 mm thick & 2 mm thick

With Sand Cement Mortar (1:3) 15 mm thick & 2 mm thick

With Polymerised Adhesive and Epoxy grout pointing (a) Area of each tile upto 0.09 Sq.m [using adhesive 3 mm

b) Area of each tile above 0.09 Sq.m [using adhesive 4.5

With Polymerised Adhesive and Epoxy grout pointing (a) Area of each tile upto 0.09 Sq.m [using adhesive 3 mm

b) Area of each tile above 0.09 Sq.m [using adhesive 4.5

Note:-1. If Cement grout is used in place of epoxy grout 2. Add extra for each addl, floor over the rate for item 16 & I) upto 4 th floor-Rs 5/ Sq.m

31A Supplying, fitting & fixing granite tiles 10mm to 12mm. thick

Supplying, fitting & fixing granite slabs 15mm to 18 mm. A) Supplying & laying of approved brand of scratch proof,

B) Supplying & laying of approved make and brand of

enewing burnt day tiles of tiled flooring to match with

abour for setting tiles in floor / pavement in cement mortar

a) with 15 mm thick cement mortar (1:3) and 2 mm thick

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36 Sq. M 4.40119 37 Sq. M 170.87119 38119 a) Slab Thickness 20 to 25 mm Sq.M 661.49119 b) Slab Thickness above 25 mm and upto 37.5 mm Sq. M 745.04119119 II) above 4th floor -Rs. 16/- per Sq.m119 39 Sq.M 887.23119 40119121 (i)Grey Sq.M 858.36121 (ii) Coloured Decorative Sq.M 939.56121121 (i)Grey Sq.M 957.38121 (ii) Coloured Decorative Sq.M 1069.83121121 (i)Grey Sq.M 1252.05121 (ii) Coloured Decorative Sq.M 1411.97

(E) Roofing and Sheet Walling123 1123123 (a) 75 mm. thick (average) Sq.M 424.70123 (b) 100 mm. thick (average) Sq.M 552.05123 (c) 125 mm. thick (average) Sq.M 656.13123 (d) 150 mm. thick (average) Sq.M 781.93123123 2 Metre 57.87123 3123 (a) In single layer (Cement 1.7 Kg/ Sq.m) Sq.M 178.01123 (b) In double layer (Cement 3.4 Kg/ Sq.m) Sq.M 318.22123 4 Metre 10.95123 5 Sq.M 176.58123 6 Metre 130.81125 7 Sq.M 17.67125 8 Sq.M 12.03125 9 (i) Examining wooden beam by sounding or boring Each 37.18125 (ii) Examining wooden burghas by sounding Each 1.26125 10 101.73125 11125125 i) Height not exceeding 5m125 a) Clear span not exceeding 3.7m. Each 2141.66125 b) Clear span exceeding 3.7m but not exceeding 5m. Each 2598.52125 c) Clear span exceeding 5m but not exceeding 6m. Each 2958.18125 d) Clear span exceeding 6m but not exceeding 7.3m. Each 3415.03125 ii) Height exceeding 5m but not exceeding 7.3m.125 a) Clear span not exceeding 3.7m. Each 2692.41125 b) Clear span exceeding 3.7m but not exceeding 5m. Each 3343.64127 (c) Clear span exceeding 5m but not exceeding 6m. Each 3852.33127 (d) Clear span exceeding 6m but not exceeding 7.3m. Each 4502.92127 12 Labour for changing burgahs excluding mending damages. Each 18.00127127 13 Sq.M 501.90127 (Payment to be made on area of exposed surface)

Washing and cleaning with soap water and rubbing with oil Labour for setting Qota / Dungri stone slabs in cement Supplying, fitting and fixing Black Stone slab used in

Add extra for each addl, floor over the rate for item 23, 24,

Supplying& laying 20 mm designer chequered tiles of any Supplying & laying interlocking designer paver block of any a) 25 mm thick Block (over 25 mm thick (Avg) Cement

(b) 40 mm thick Block (Over 150 mm Medium Sand bed

(c) 60 mm thick Block (Over 150 mm Medium Sand bed

Lime terracing on roof with lime concrete(2:2:7) (2 lime (For item 1 add extra for each addl. floor over the rate @

NOTE: 633 kg. of unslaked lime = 1 cu.m. of lime putty / paste.Renewing rounding only (100 mm. radius) at the junction of Renewing ceiling tile including pointing in cement mortar

Repairs to roof cracks with cement and sand mortar (1:4) tepair to roof cracks with Bitumen(VG-40) including cutting Repairs to cracks in terraced roof by cutting V-grooves 75 Labour for painting roof surface with Bitumen [using 135 kg Cow dung (green and not dry hard) and cement wash (3

Opening out and examining portion of bearing of beam Each Replacing wooden beam or R.S. joist by R.S. joist or by Mode of payment for wooden beam (replacing the old one)

[Payment for the wooden burgahs (replacing the old ones) Encasing R.S. joist / beam with 16 to 18 B.W.G. wire netting

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127 14 Metre 11.90127 15127 (a) Valamoid or similar bituminous paste as approved Sq.M 234.91127 (b) Cement mortar (1:3) (Cement O.SKg/Sq.m) Sq.M 221.36127 16127 (a) Valamoid or similar bituminous paste as approved Metre 100.81127 (b) Cement mortar (1:3) (Cement 0.2Kg/Mtr) Metre 99.18127 17127 (a) Valamoid or similar bituminous paste as approved Each 22.31127 (b) Cement mortar (1:3) (Cement 5Kg/100 nos) Each 20.75129 18 Sq.M 57.29129 (b) Cement mortar (1:3) (Cement O.5Kg/Sq.m) Sq.M 39.75129 19129 (a) Valamoid or similar bituminous paste as approved Metre 15.41129 (b) Cement mortar (1:3) (Cement 0.2Kg/Mtr) Metre 17.64129 20129 (a) Valamoid or similar bituminous paste as approved Metre 10.93129 (b) Cement mortar (1:3) (Cement 0.2Kg/Mtr) Metre 8.70129 21 Re-pointing R.T. roof with129 (a) Valamoid or similar bituminous paste as approved Sq.M 23.05129 (b) Cement mortar (1:3) (Cement 0.5Kg/Sq.m) Sq.M 8.71129 22 Sq.M 12.49129 23129 (a) In Roof Sq.M 515.98129 (b) In Wall Sq.M 509.29131 24131 (i) In Roof:-131 a) With 0.60 mm thick sheet Sq.M 533.64131 b) With 0.63 mm thick sheet Sq.M 555.95131 c) With 0.80 mm thick sheet Sq.M 681.63131 (ii) ln Wall:-131 a) With 0.60 mm thick sheet Sq.M 525.31131 b) With 0.63 mm thick sheet Sq.M 547.62131 c) With 0.80 mm thick sheet Sq.M 672.56131 25131131 I) Natural white or tinted blue colour Sq.M 807.56131 ii) Fire retardant milky white Sq.M 896.80131 iii) Coloured other than natural white or tinted blue Sq.M 867.06131 iv) Special coloured textured tissue Sq.M 947.37131131 I) Natural white or tinted blue colour Sq.M 999.28131 ii) Fire retardant milky white Sq.M 1090.01131 iii) Coloured other than natural white or tinted blue Sq.M 1090.01131 iv) Special coloured textured tissue Sq.M 1191.15133 26133 a) 1.6mm+/-0.2 mm thick sheet.133 i) Natural white or tinted blue colour Metre 626.70133 ii) Fire retardant milkyl white Metre 701.07133 iii) Coloured other than natural white or tinted blue Metre 701.07133 iv) Special coloured textured tissue Metre 820.35133133 27133 a) 1.6mm +/- 0.2 mm thick-sheet.133 ) Natural white or tinted blue colour Metre 724.32

Cutting shallow channel drain of roof for easy passage of Roofing of Ranigunge pattern tiles 1st class quality

Ridging of Ranigunge pattern tiled roof of 1st class quality

Renewing (in job work) Ranigunge pattern tile of 1st class

Roofing of Ranigunge pattern tiles (with dismantled tiles of

Ridging of Ranigunge pattern tiled roof (with dismantled

Resetting old ridging of R.T roof including fresh pointing

Cleaning throughly heavy soots and foreign matters from Asbestos corrugated (Trafford or similar approved quality)

Galvanised corrugated iron sheet work (excluding the

Supplying, fitting and fixing glass reinforced polyester a) 1.6mm +/- 0-2 mm thick sheet.(2.6Kg/Sq.m)

b) 2.0mm +/- 0.2 mm thick sheet.(3.25Kg/Sq.m)

Supplying, fitting and fixing glass reinforced polyester

(Pro rata increase of rate may be allowed for arriving at Supplying, fitting and fixing glass reinforced polyester

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Page 16

133 i) Fire retardant milky white Metre 791.25133 ii) Coloured other than natural white or tinted blue Metre 791.25133 v) Special coloured textured tissue Metre 925.11133133 28133 (a) In roof: with 0.63 mm. sheets. Sq.M 410.98133 (b) In wall: with 0.63 mm. sheets. Sq.M 400.43133 29133 (a) Close fitting adjustable type Metre 290.15135 (b) Serrated adjustable type Metre 233.03135 30135135 (a) With 0.60 mm sheet Metre 292.62135 (b) With 0.63 mm sheet Metre 304.93135 (c) With 0.80 mm sheet Metre 371.43135 (B) 450 mm lapping each way135 (a) With 0.60 mm sheet Metre 387.47135 (b) With 0.63 mm sheet Metre 405.95135 (c) With 0.80 mm sheet Metre 505.70135 31135 (a) 225 mm. wide gutter Metre 272.76135 (b) 300 mm. wide gutter Metre 324:03135 32 Metre 447.58135 33135 Sq.M 52.66135 (b) In wall Sq.M 46.09137 (ii) With all new fittings including the cost thereof.137 (a) In roof Sq.M 84.08137 (b) In wall Sq.M 73.21137 34137 (Payment to be made on length of finished work.)137 Metre 71.15137 b) With all new fittings including the cost thereof. Metre 88.52137 35137 (a) 10 mm dia. bolt Each 19.68137 (b) 8 mm dia. bolt Each 18.49137 (c) 6 mm dia. bolt Each 17.30137 (d) 4 mm dia. bolt Each 16.11137 36 Sq.M 15.25137 37 topping roof leakages in C.I. or G.C.I, or asbestos roofing.137 i) With putty and paint %Sq.M 765.00137 ii) With limpet and bitumen washer and putty %Sq.M 874.57137 Each 12.48139 38 Sq.M 20.28139 39 Sq.M 194.09139 40139 (a) Made with 40 mm. X 6 mm. flats Metre 108.40139 (b) Made with 50 mm. X 6 mm. flats Metre 131.94139 (c) Made with 50 mm. X10 mm. flats Metre 210.40139 (Materials will not be supplied by the Deptt.)139 41 Metre 9.40139 42 Fixing old wind-tie with new fittings including painting. Metre 12.01139 43139 (a) Above 1.5 m to 3 m span Each 282.60139 (b) Above 3 m to 6 m span Each 517.60

Pro rata increase of rate may be allowed for arriving at rates Salvanised plain sheet works (excluding supporting

Vsbestos ridging (with standard lap) fitted and fixed with

Galvanised iron sheet ridging fitted with necessary bolts, (A) 300 mm lapping each way

Galvanised iron sheet eaves gutter fitted and fixed with

Galvanised iron sheets valley gutter with perimeter not less Fitting and fixing old pieces of asbestos, G.C.I, or C.I. (i) With about half old and half new fittings, including the cost

Fitting and fixing old pieces of asbestos, G.C.I. or C.I. sheet

(a) With about half old and half new fittings, including the

Renewing galvanised J or L hook-bolt with nut and with

Labour for curving C.I. or G.C.I, sheet for curved roof etc.

iii) Closing holes in C.I. or G.C.I, or asbestos roofing with Filling up joints (both vertical and horizontal) of curved C.I. Walling or roofing fitted and fixed complete with cut drum (Cost of empty bitumen drums issued by the Deptt. will be

Taking out wind-tie from roof including cutting out rusted

Labour for assembling, hoisting, placing, fitting & fixing

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Page 17

139 (c) Above 6 m to 9 m span Each 1064.95139 (d) Above 9 m to 12 m span Each 1493.30139 (e) Above 12 m to 15 m span Each 2189.38141 44141 Sq.M 389.98141 Sq.M 431.39141 45143 (a) By Bricks (cement 25.66 kg/ Sq.m) Sq.M 674.85143 Sq.M 572.75143 46 Sq.M143 47 Sq.M143 48 Sq.M143 49 Metre

145 (F) Structural Steel Work,.Grills,Gates etc.145 1147 MT 64643.03147 MT 65450.02147 MT 66478.20147 2149 i) For trusses spanning up to 12.00 m MT. 64862.20149 ii) For trusses spanning above 12.00 m and up to 20 .00 m MT. 66545.87149 iii) for trusses spanning above 20.00 m and up to 30.00m MT. 67758.88149 2A149 i) For roof truss works 149 a) Span up to 12 Mtr MT. 72742.22151 b) Span beyond 12 Mtr and up to 20.00 Mtr MT. 74742.02151 c) Span beyond 20 Mtr and up to 30 Mtr MT. 76798.38151 ii) For other Structural works like galleries etc. MT. 74624.86151 3 Sq. cm. 5.60151 ( Payment to be made on area of cut surface)151 4151 (a) (I) Dia. Upto 12mm and depth upto 10 mm. Each 6.78151 (ii) Extra for drilling beyond depth of 10mm Each 6.78151 (b) (I) Dia.above 12mm and depth upto 10 mm. Each 10.18151 (ii) Extra for drilling beyofcd depth of 10mm Each 10.18151 5 Qntl. 260.98151 a) Add extra for each additional floor over 1st floor. Qntl. 50.60151 6151 a) From 1 st floor level Qntl. 127.36153 (b) Add extra for each addl. Floor Qntl. 35.65153 7153 In ground floor. Qntl. 5639.84153 (Steel materials will not be issued by the Deptt.)153153 8153 In ground floor. Qntl. 5748.92153 (Steel materials will not be issued by the Deptt.)153 9153 In ground floor. Qntl. 5860.02155 10155155 Qntl 6382.19155 (ii) Grill weighing above 16 Kg./sq.mtr and above Qntl 6238.77155 MODE OF MEASUREMENT):-

Supplying and laying true to line and level 20 mm / 25 mm. (a) For 20 mm. thick precast tiles (cement 14.6 kg/ Sq.m for (b) For 25 mm. thjck precast tiles (cement 14.6 kg/ Sq.m Providing waterproofing treatment over concrete roof

(b) By 1st Class Brick Bats (cement 29.66kg/ Sq.m)Supplying , Fitting and fixing Narriah tiles(Khapra) in slope Supplying, Fitting and fixing Narriah tiles(Khapra) Ridging Labour for taking out and refixing of Narriah tiles(Khapra) in .abour for taking out and refixing of Narriah tiles(Khapra)

M.S. structural works in columns, beams etc. with simple I) For structural members of specified sections weighing II) For Structural Works in Roof Trusses etc. using joists, III) For built up sections / srtuctural members of M.S. structural works in roof trusses with tubular sections

M.S. structural works with hollow sections (TATA make

Cutting to requisite length or shape departmental R.S.

Drilling holes of requisite diameter in R.S. joists channels,

Labour for hoisting and placing in proper josition ( up to 1st

Labour for lowering and stacking after dismantling in parts

Ordinary grating bars made of round or square M.S. rods

(Add extra @1% for each additional floor upto 4th floor. M.S. round or square bar grating of windows etc. fitted and

M.S. works in framed gratings of window etc.made of round

(a) M.S.or W.I. Ornamental grill of approved design joints (Add extra @ 1% for each addl. floor upto 4th floor and @ (i) Grill weighing above 10 KgVsq.mtr and upto 16 Kg./sq.

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155155155 b) Extra for work in grill gate.155155155 5% extra over the corresponding item of grill)157 11 Supplying, fitting, fixing in position rails on any surface. Kg. 58.89157 12 Sq.m. 1002.28157 13157 In ground floor. Qntl. 7391.84157157157 14 Kg. 353.00157 (Concrete to be paid extra)159 15159 In ground floor. Sq.m. 2924.51159159 Sq.m. 122.00159 16 Sq.m. 2876.31161 Sq.m. 3739.02161161161 17 Kg. 72.64161 18 Kg. 71.14161 19 Kg. 57.67163163 20163 (i) 16mm dia bolt163 (a) 300 mm long Each 88.34163 (b) 450 mm long Each 126.38163 (ii) 20 mm dia bolt.163 (a) 300 mm long Each 110.97163 (b) 450 mm long Each 140.00163 (c) 600 mm long Each 169.00163 (iii) 25 mm dia.163 (a) 450 mm long. Each 191.00163 (b) 500 mm long. Each 206.00163 (c) 750 mm long Each 283.47163 (iv) 32 mm dia:163 (a) 450 mm long Each 241.79163 (b) 500 mm long Each 266.84163 (c) 750 mm long Each 394.10163 21 Supplying, fitting, fixing bolts with nuts, washer:163 (i) 10 to 16 mm dia:163 (a) Length up to 75 mm Kg. 80.70163 (b) Length above 75 mm and upto 150 mm. Kg. 74.13165 (c) Length above 150mm. Kg. 71.31165 (ii) 20 to 25 mm dia bolt: (a) Length up to 7.5 mm dia: Kg., 73.12165 Kg. 68.68165 (c) Length above 150mm. Kg. 66.66165 22 Each 54.14165 23 Sq.M. 325.04165 24 Mtr. 208.46165 25 Pair 30.91165 (Each means a pair of shutter in a frame)

The weight of grill per sq.m. will be determined by taking the N.B. No shop priming will be allowed to acilitate inspection

I) For hanging and locking arrangements including supply ii) For supplying fitting and fixing bottom rollers including all

Supplying 1.5mm thick M.S. sheet fitted and fixed on one or M.S. gate of Jail type as per approved design made of

(Add extra @ 1% for each addl. floor upto 4th floor and @ (Portion of locking arrangement inside the wal to be paid Locking arrangement for Jail type doors including supplying

Collapsible gate with 40mm x 40mm x 6mm Tee as top and

(Payment will be made on the area of th gate covered by (A) Extra over the corresponding item of collapsible gate for (a) Supplying, fitting and fixing steel rolling shutter profile 1. (Measurement will be made on the area of opening (b) Supplying fitting and fixing steel rolling grills link type, (Measurement will be made on the area of opening covered Renewing bottom rail or top runners of collapsible gate Renewing haskal as per design or direction, including fitting Renewing doomney as per design or direction including (payment to be made on weight oi doomney, No Holding down bolt with nut including 100 x 100 x 6 mm plate

(b) Length above 75 mm and upto 150 mm.

Renewing steel plated or oxidised casement stay or peg Repairing steel shutter with new rivets including taking out Renewing M.S. members of steel shutters by welding Easing, oiling and adjusting the steel shutters including

Building

Page 19

167 26 Qntl. 6887.19167 27 Each 31.41167 28 Each 44.50167 29 Each 50.44167 30 Each 197.86167 31 point 8.12167 b) Continuous weld. cm run 8.12167 32 Sq.M. 141.51169 33169 In Ground floor169169 Without integrated grills.169 Sq. M. 1048.38169 Sq,. M. 1532.17169 (c) Extra over item no. 33 (a) and (b) for,171 Sq,. M. 88.00171 (ii) Top hung side hung ventilators as per I.S. sizes 580 mm. Sq,. M. 174.00171 (iii)Centre hung ventilators as per I.S. sizes 580 mm. Sq,. M. 314.00171 (iv) Two point nose steel handle including fitting and fixing. Each 27.00

Each 29.00171 (vi) steel peg stay 300 mm long including fitting and fixing. Each 20.00171 Each 30.00171 Kg. 59.67171 Mode of measurement.171171171 34 Sq.M. 343.15173 35 Sq.M. 11.62173 36 Sq.M. 8.00173 37 Easing and oiling W.I. Gate or G.I. Gate. Sq.M. 5.00173 38 Sq.M. 187.59173 39 Mtr. 177.76173 40 Renewing side split pin for seam pipe for rolling shutter. Each 18.18173 41 Sq.M. 61.27173 42 M. 45.25173 43 Each 520.15173 44 Each 61.91175 45175 (i) 50mm x 6 mm M.S. flat Mtr. 220.28175 (ii) 40 mm x 6 mm flat Mtr. 187.15175 46175 (i) Above 50 mm. Each 107.77175 ii) below 50mm. Each 89.99175 47175 Upto one sq.m. area of frame. Each 95.95175 48177 (a) With 1200 mm.dia. well Mtr. 4766.44177 (b) With 900 mm.dia. well Mtr. 4374.82177 N.B. : No steel materials will be issued in this section.

179 (G) Carpenter's Works179179179 1179 (a) 1st class Best Indian teak. Cu.M 165729.00

M.S. works in brackets made from flats angles, tees etc. to Renewing knobs of steel window frames including fixing Renewing one point steel (oxidised) handle of steel door Renewing two point steel plated or oxidised nandle of steel Renewing hinge of steel shutter including taking out old one Welding in M.S. structural work with gas or electric: a) Tack

Taking out heavy iron grated door or window (jail pattern or Supplying, fitting and fixing windows and ventilators with or

Flash butt welded windows and ventilators (No shop

(a) Fixed type steel windows as per IS sizes with horizontal (b) Openable steel windows as per IS sizes with side hung

(1) Fixed type ventilators as per I.S. sizes with horizontal

(v) Two point nose aluminium handle including fitting

(vii) Aluminium peg stay 300 mm long including fitting and (viii) M.S. integrated grill as per approved design integrated

(The weight of grill will be determined ( theoritically) from Note:- For windows and ventilators joints welded by arc Reparing collapsible gate by cutting out all rivets as Easing and oiling, cleaning collapsible gate and repairing to Easing and oiling, cleaning rolling shutters excluding repair

Labour for taking out rolling shutter ( only shutter portion) Renewing seam pipe for rolling shutter as per existing size

Oiling and greasing of rolling shutter and repair to in side Renewing profile of rolling shutter including fitting fixing Renewing spring of rolling shutter as per exinsting size and Taking out M.S. or W.I. Grills from wooden frame including Renewing bottom curved rail of M.S. Flat with necessary

Renewing W.I. or M.S. wheel or roller of steel door or gate

Labour for taking out steel door and window frame for

Supplying, fitting and fixing cast iron heavy ype spiral

NOTE: (1) Without the specific permission of th (2) In case of of using under specified timber in frame, Wood work in door and window frame fitted and fixed in

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179 (b) Ordinary teak. Cu.M 124500.00179 (c) Sal: Siliguri. Cu.M 106134.00179 (d) Sal: Local. Cu.M 59532.00179 (e) Sal: Malayasian Cu.M 69527.00179 (f) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Cu.M 65779.00179 (g) Kappoor Cu.M 52036.00179 (h) Neem, Jam, Jackfruits Cu.M 44540.00179 (i) Other Local Wood. Cu.M 37043.00179181 1 Kg. 75.51181181 2 Cu.M 10.00%181 3181 i) Sal: Siliguri. Cu.M 105991.97181 ii) Sal: Local. Cu.M 59390.14181 iii) Sal: Malayasian Cu.M 69385.21181183 (i) Sal: Siliguri. Cu.M 108966.62183 (ii) Sal: Local. Cu.M 62364.93183 (iii) Sal: Malayasian Cu.M 72359.86

183 4183 (i) Sal: Siliguri. Cu.M 99574.63183 (ii) Sal: Malayasian Cu.M 63425.67183 (iii) Local Sal. Cu.M 53437.64

183 5183 (a) 1st class best Indian teak. Cu.M 179589.44183 (b) Ordinary teak. Cu.M 136505.83183 (c) Sishu, Gamar, Champ, Badam, Bhola, Morga, Hallak. Cu.M 75144.31183 (d) Other Local Wood. Cu.M 45182.36

Note: Extra for Lifting Charges:- i) upto 4th floor Rs. 200/- per Cu.m ii) Above 4th floor Rs. 250/- per Cu.m

183 6185 (a) Beams of smaller length but of same section. Cu.M 352.07185 (b) Beams of smaller section. Cu.M 1408.03185 (c) Burgahs fitted and fixed complete. Cu.M 3665.61185 (d) Door and window frames fitted and fixed complete. Cu.M 2958.19185 Cu.M 3530.00185 Cu.M 1963.33185 7

a) 1st class best Indian Teak, Sq.M 2650.74185 b) Ordinary Teak Wood. Sq.M 2017.25185 c) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1115.00185 d) Other Local Wood. Sq.M 673.47185185 8185 a) 1st class best Indian Teak. Metre 128.43185 b) Ordinary Teak Wood. Metre 101.44185 c) Sal: Siliguri. Metre 89.41185 d) Sal: Malayasian Metre 65.44185 e) Local Sal. Metre 58.90187 9187 (a) 1st class best Indian Teak. Each 392.39

Note: Extra for Lifting Charges:- i) upto 4th floor Rs. 200/- (A) Supplying fitting and fixing door frame with M.S. angle Mode of measurement: Weight of frame shall be calculated Extra rate for Curved wood works in doors and window A) Wood work in posts, post plates, rafters, battens, truss

B) Dressed wood work in post, plate , battens . etc. fitted &

Note: Extra for Lifting Charges:- i) upto 4th floor Rs. 200/- Wood work in beams and burgahs fitted and fixed in

Note: Extra for Lifting Charges:- i) upto 4th floor Rs. 200/- Wood work in upper rails of railing, hand rail of staircase,

Labour for wood work in sawing from old timber to sizes as

(e) Post, post plates, rafters, battens, truss members, (f) Extra over (a) or (b) for hoisting and fitting, fixing beam in Weather board 12mm. Thick fitted and fixed with screws

N.B.: This item is meant for repair works only.Renewing 25mm. Square wooden gauge of railing upto lm

Wooden sash bar 50mm. X 35mm. Upto 1200 mm length

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187 (b) Ordinary Teak Wood. Each 301.68187 (c)Sal: Siliguri. Each 261.28187 (d)Sal: Malayasian Each 180.74187 (e) Local Sal. Each 158.75187 10187 (a) 1st class best Indian Teak. Each 400.84187 (b) Ordinary Teak Wood. Each 310.13187 (c) Sal: Siliguri. Each 269.73187 (d) Sal: Malayasian Each 189.19187 (e) Local Sal. Each 167.20187 11187 (a) With 40mm. X 10mm flat. Each 230.15187 (b) With 40mm. X 6mm flat. Each 162.38187 12187 (a) With 40mm. X 10mm flat. Each 240.71187 (b) With 40mm. X 6mm flat. Each 172.94189 13 Each 23.80189 14 Refixing sash bar with new coach screws. Each 13.45189 15 Refixing M.S. clamps for sash bar with new screws. Each 7.13189 16189 a) with 50mm iron Butt-hinge189 i) Sal: Siliguri. Each 27.79189 ii) Sal: Malayasian Each 22.00189 iii) Local Sal. Each 20.42189 b) with 75mm iron Butt-hinge189 i) Sal: Siliguri. Each 34.82189 ii) Sal: Malayasian Each 27.15189 iii) Local Sal. Each 25.06189 17 Renewing iron chain and staples fitted and fixed complete.189 a) upto 150mm long Each 19.53189 b) Above 150mm long Each 21.91189 18189 (a) 40mm X 6mm, 250mm Length Each 34.30191 [b) 40mm X 6mm, 200mm Length Each 29.84191 (c) 40mm X 6mm, 125mm Length Each 23.13191191 19191 (a) 40mm X 6mm, 250mm Length Each 45.60191 (b) 40mm X 6mm, 200mm Length Each 41.15191 (c) 40mm X 6mm, 125mm Length Each 34.41191 20191 (i) 50mm. X 37mm. X 1.50mm. Each 15.14191 (ii) 50mm. X 40mm. X 2.5mm. Each 25.85191 (iii) 75mm. X 40mm. X 1.12mm. Each 25.76191 (iv) 75mm. X 47mm. X 1.70mm. Each 28.43191 (v) 75mm. X 60mm. X 3.15mm. Each 48.52

(vi) 100mm. X 50mm. X 1.25mm. Each 41.30191 (vii) 100mm. X 58mm. X 1.90mm. Each 45.73191 (viii) 100mm. X 75mm. X 3.50mm. Each 68.74191 (Add Extra 30% for Oxidised Fittings)193 21193 (a) 50mm. X 100mm. X 20mm. X 2.24mm. Each 57.92193 Each 66.29193 Each 75.37193 (d) 90mm. X 100mm. X 20mm. X 2.24mm. Each 83.73

Renewing wooden sash bar 50mm. X 35mm. Upto 1200mm

M.S. sash bar upto 1200mm. Length with coach screws and

Renewing M.S. sash bar upto 1200mm. Length with coach

Renewing M.S. clamps 40mm. X 6mm. Only for sash bar

Supplying, fitting and fixing hinge cleat in position excluding

Supplying, fitting and fixing M.S. clamps for door and

(The concreting will have to be done for equivalent Renewing M.S. clamps for door and window frame made of

Iron butt hinges of approved quality fitted and fixed with

iron parliamentary binges conforming to IS 362-1982 fitted

(b) 65mm. X 100mm. X 20mm. X 2.24mm.(c) 75mm. X 100mm. X 20mm. X 2.24mm.

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193 Each 102.66193 (f) 125mm. X 125mm. X 27mm. X 2.50mm. Each 119.39193 (g) 150mm. X 125mm. X 27mm. X 2.50mm. Each 136.80193 (h) 175mm. X 125mm. X 27mm. X 2.50mm. Each 153.57193 (i) 200mm. X 125mm. X 27mm. X 2.50mm. Each 173.87193 22193 a) 50mm. long butt hinge. Each 7.45193 Each 12.08193 [c) 100mm. Long butt hinge. Each 17.14193 [d) 125mm. Long but hinge. Each 17.14193 (e) 150mm. Long butt hinge. Each 20.11193 (f) 75mm. Long parliamentary hinge. Each 12.40193 (g) 100mm. Long parliamentary hinge. Each 17.65195 (h) 125mm. Long parliamentary hinge. Each 17.65195 (i) 150mm. Long parliamentary hinge. Each 24.60195 (j) 175mm. Long parliamentary hinge. Each 24.60195 (k) 200mm. Long parliamentary hinge. Each 32.28195 23195 (a) 50mm. Long butt hinge. Each 5.31

(b) 65mm. Long butt hinge. 5.31195 Each 7.08195 Each 7.08195 (e) 100mm. Long butt hinge. Each 11.88195 (f) 125mm. Long butt hinge. Each 11.88195 Each 13.61195 h) 50mm. Long parliamentary hinge. Each 8.69195 j) 65mm. Long parliamentary hinge. Each 8.69195 j) 75mm. Long parliamentary hinge. Each 10.62195 k) 100mm. Long parliamentary hinge. Each 12.89195 1) 125mm. Long parliamentary hinge. Each 12.89195 m) 150mm. Long parliamentary hinge. Each 15.68195 n) 175mm. Long parliamentary hinge. Each 15.68197 (o) 200mm. Long parliamentary hinge. Each 18.00197 24197 (a) 6mm dia x 100mm long. Each 35.99197 (b) 6mm dia x 225mm long. Each 69.45197 ('c) 10mm dia x 300mm long. Each 90.59197 Each 110.67197 Each 130.75197 Each 144.81197 Each 211.74197 25197 a) 75mm long x 10mm dia bolt. Each 32.27197 b) 100mm long x 10mm dia bolt. Each 39.29197 c) 150mm long x 10mm dia bolt. Each 58.52197 d) 225mm long x 10mm dia bolt. Each 79.59197 e) 300mm long x 10mm dia bolt. Each 100.68197 26197 a) 375mm long x 10mm dia rod. Each 94.18197 b) 450mm long x 10mm dia rod. Each 107.57199 27 -199 (a) 200mm long Each 144.09199 (b) 250mm long. Each 173.54199 (c) 300mm long. Each 182.91199

(e) 100mm. X 125mm. X 27mm. X 2.50mm.

Taking out old brass hinges and fitting, fixing the same with

b) 75mm. Long butt hinge.

Taking out old iron higes and fitting, fixing the same

(c) 75mm. Long butt hinge.(d) 90mm. Long butt hinge.

(g) 150mm. Long butt hinge.

Iron catch hook of approved quality fitted and fixed to

(d) 10mm dia x 375mm long.(e) 10mm dia x 450mm long.(f) 12mm dia x 600mm long.(g) 12mm dia x 750mm long.Iron socket bolt of approved quality fitted and fixed

Iron skeleton bolt of approved quality fitted and fixed

i) Iron hasp bolt of approved quality fitted and fixed

ii) Brass hasp bolt of approved quality fitted and fixed

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199 (a) 200mm long Each 393.07199 (b) 250mm long. Each 527.53199 (c) 300mm long. Each 579.89199 28199 (i) 115mm x 10mm dia rod 65mm x 3mm plate. Each 85.95199 ii) 200mm x 16mm dia rod 105mm x 3mm plate. Each 115.65199 29199 a) 100mm size Each 182.30199 b) 125mm size Each 242.53199 c) 150mm size Each 358.52199 30 Each 112.46199 31199 a) 75 x 65 x 20mm size Each 37.23199 b) 100 x 75 x 20mm size. Each 50.61201 (c) 125 x 75 x 25mm size. Each 64.00201 (d) 150 x 75 x 25mm size. Each 90.77201 (e) 200 x 90 x 25mm size. Each 107.09201 (f) 250 x 100 x 30mm size. Each 113.79201 (g) 300 x 115 x 30mm size. Each 133.86201 32201 (i) 100mm long. Each 112.39201 (ii) 125mm long. Each 123.10201 {iii) 150mm long. Each 159.24201 33201 (a) With chromium plated handle. Each 904.31201 (b) With oxidised handle. Each 703.52201 (c) With anodised aluminium white handle. Each 998.02201 (d) With anodised aluminium decorative handle. Each 1038.18201 34201 (a) With chromium plated handle. Each 907.28201 (b) With oxidised handle. Each 710.95201 (c) With anodised aluminium white handle. Each 1020.32201 (d) With anodised aluminium decorative handle. Each 1097.67201 35 Renewing mortice lock handle with connected rod:203 a) With chromium plated. Pair 266.24203 b) Oxidised. Pair 236.50203 c) Anodised aluminium (white). Pair 284.09203 d) Anodised aluminium (decorative). Pair 397.13203 36 Each 1097.67203 Each 1407.04203 Each 1668.81203 37 Cord for fan light fitted & fixed complete. Each 23.21203 38 Cord for clerestory window fitted and fixed complete. Each 24.76203 I) Brass floor door stopper Each 123.08203 (ii) Anodised aluminium floor door stopper Each 67.91203 (iii) Steel body foot-door holder. Each 64.67203 40 Each 20.86203 41 Renewing hinges for fan light or clerestory window (iron). Each 14.53203 42 Renewing iron eye of hasp bolt. Each 15.86203 43203 (a)Heavy type(I.S.I.size 3) Each 916.21205 (b) Medium (I.S.I. size 2) Each 715.41205 (c) Light (I.S.I. size 4) Each 675.26205 i) Godrej Hydraulic door closer fitted and fixed complete.205 (a) Heavy type Each 2150.70

Iron pad bolt (lock) of approved quality rod and handle

Double acting Iron Spring Hinges of approved quality fitted

Iron Gravity Hinge (block patent best quality) fitted and fixed Iron Tee Hinges of approved quality fitted and fixed

Helical door spring hinge of approed quality fitted and fixed

Renewing iron mortice lock (local best approved quality) 6

Renewing reheated iron mortice lock (local best approved

a) Supplying 'Godrej' mortice lock chromium plated with b) Supplying 'Godrej1 mortice lock chromium plated with keys (c) Supplying 6levers 'Godrej' Crystal Satine Mortice Lock

Renewing iron catch hook of approved quality for fan light o

i) Hydraulic door closer of approved quality as per I.S.I,

Building

Page 24

205 b) Medium type Each 1466.53205 (c) Light type Each 1407.04205 44 Renewing 125mm long wooden buffer block205 i) With Sal: Siliguri. Each 59.55205 ii) With Sal :Malayasian Each 42.81205 iii) With Local Sal. Each 38.24205 45 Renewing hinged cleat with old hinge and new screws.205 i) Sal: Siliguri. Each 37.26205 ii)Sal:Malayasian Each 30.28205 iii) Local Sal. Each 28.38205 46 Renewing brass eye of hasp bolt. Each 42.93205 47205 (a) 75mm x 75 mm mesh Each 543.76205 (b) 125mm x 125 mm mesh Each 476.29205 48 Each 49.71205 49 Metre 10.04207 50 Each 40.16207 51207 (a) With 1st class Best Indian teak. Metre 320.75

(b) With Ordinary teak, Metre 243.53207 (c) With Gamari wood. Metre 133.54207 52 Each 42.24207 53207 (a) 25mm x 75mm strand 3.25mm x 1.6mm. Sq.M 400.02207 (b) 25mm x 75mm strand 3.25mm x 3.15mm. Sq.M 437.76207 (c) 20mm x 50mm strand 2.5mm x 1.25mm. Sq.M 407.57207 (d) 40mm x 115mm mesh 3mm x 3mm. Sq.M 490.59207 (e) 12mm x 50mm mesh 6mm x 1.5mm. Sq.M 566.06207 54207 (a) 25mm x 75mm strand 3.25mm x 1.6mm. Sq.M 770.17207 (b) 25mm x 75mm strand 3.25mm x 3.15mm. Sq.M 807.91207 (c) 20mm x 50mm strand 2.5mm x 1.25mm. Sq.M 777.72207 (d) 40mm x 115mm mesh 3mm x 3mm. Sq.M 860.73209 (e) 12mm x 50mm mesh 6mm x 1.5mm. Sq.M 936.20209 55 Sq.M 23.65209 56 Sq.M 1800.23209 Sq.M 1197.35209 57 Each 39.69209 58 Each 342.09209 59209 (i)50mmdia. Each 17.02209 (ii)75mmdia. Each 30.31211 (B) Split shank iron door ring fitted and fixed complete211 I) 50mm dia. Each 30.41211 (ii) 75mm dia. Each 43.80211 60211 (i) 150mm long. Each 35.87211 (ii) 225mm long. Each 42.56211 61211 (i) 50mm long x 10mm dia. bolt. Each 44.10211 (ii) 75mm long x 10mm dia. bolt. Each 49.45211 (iii) 100mm long x 10mm dia. bolt. Each 54.81211 (iv) 150mm long x 10mm dia. bolt. Each 66.86211 (v) 150mm long x 12mm dia. bolt. Each 96.31211 (vi) 200mm long x 10mm dia. bolt. Each 84.26

Renewing 14 SWG woven wire netting only as per existing

Renewing twisted damp 225mm long and 37.Smm x 6mm Refixing ceiling battens with new screws including fixing Labour for fitting and fixing different type of automatic door Renewing wood moulding (50mm x 37.5m) of panel

Extra for Teak wood corner moulding (50mm x 12mm) of Renewing X.P.M. including taking out and refixing with old

Renewing X.P.M. including taking out and refixing with new

Taking out and refixing wire netted frames or shutters (a) Supplying fitting and fixing door made with IRC febric (b) Renewing IRC febric mesh of 75mm x Renewing brass hasp and staple for locking arrangement Repairs to automatic door closer including replacement of (A) Iron door ring of approved quality fitted and fixed with

Supplying anodised aluminium catch hook with eye fitted

Anodised aluminium barrel /tower/ socket bolt (full covered)

Building

Page 25

211 (vii) 225mm long x 10mm dia. bolt. Each 92.29211 (viii) 225mm long x 12mm dia. bolt. Each 127.09211 (ix) 300mm long x 10mm dia. bolt. Each 109.69211 (x) 300mm long x 12mm dia. bolt. Each 171.27211 62211 (i) 225mm long x 10mm dia. bolt. Each 80.63211 (ii) 225mm long x 12mm dia. bolt. Each 120.79213 (iii) 300mm long x 10mm dia. bolt. Each 98.41213 Each 127.86213 (v) 450mm long x 10mm dia. bolt. Each 149.28213 (vi) 450mm long x 12mm dia. bolt. Each 212.20213 (vii) 600mm long x 10mm dia. bolt. Each 180.93213 (viii) 600mm long x 12mm dia. bolt. Each 254.68213 63213 (i) 250mm x 16mm dia bolt. Each 246.34213 (ii) 250mm x 19mm dia. bolt. Each 318.62213 (iii) 300mm x 16mm dia. bolt. Each 254.37213 [iv) 300mm x 19mm dia. bolt. Each 332.01213 64213 (i) 50 x 45 x 2.5mm. Each 34.44213 (ii) 65x45x2.5mm. Each 36.82213 iii) 75 x 45 x 2.5mm. Each 46.12213 Each 58.02213 v) 100 x 63 x 3.2mm. Each 69.92213 vi) 125 x 63 x 3.2mm. Each 83.01213 (vii) 100 x 75 x 4.0mm. Each 94.68213 viii) 125 x 63 x 4.0mm. Each 111.34213 (ix) 125 x 75 x 4.0mm. Each 116.10213 x) 150 x 75 x 4.0mm. Each 139.90215 65215 (a) With continuous plate base (Hexagonal / Round rod)215 (i) 75 mm grip x 10 mm dia rod. Each 61.66215 (ii) 100 mm grip x 10 mm dia rod. Each 72.37215 (iii) 100 mm grip x 12 mm dia rod. Each 87.93215 (iv) 125 mm grip x 10 mm dia rod. Each 94.87215 (v) 125 mm grip x 12 mm dia rod. Each 106.92215 (vi) 150 mm grip x 10 mm dia rod. Each 100.22215 (vii) 150 mm grip x 12 mm dia rod. Each 118.96215 (b) With round base:215 (i) 75 mm grip x 10 mm dia rod. Each 46.42215 (ii) 100 mm grip x 10 mm dia rod. Each 54.45215 (iii) 100 mm grip x 12 mm dia rod. Each 61.15215 (iv) 150 mm grip x 10 mm dia rod. Each 85.69215 (v) 150 mm grip x 12 mm dia rod. Each 92.38215 66215 (i) 150mm plate x 10mm dia rod x 12mm hexagonal/fluted. Each 90.85215 (ii) 175mm plate x 12mm dia rod x 60mm hexagonal /fluted. Each 104.24215 67 Each 46.07217 Each 32.68217 68217217 [i) 165mm grip x 12mm dia rod x 42mm plate x 3.2mm thick. Each 138.82217 ii) 225mm grip x 16mm dia rod x 38mm plate x 3.2mm thick. Each 174.52217 Each 211.20217 69 Sq.M 568.17

Anodised aluminium skeleton bolt of approved

(iv) 300mm long x 12mm dia. bolt.

Anodised aluminium Aldrop / Sliding bolts of approved

Anodised aluminium butt hinges of approved quality

iv) 75 x 63 x 3.2mm.

Anodised aliminium D-type handle of approved

Anodised aluminium decorative handle (hexagonal / fluted)

(a) Metallic magic eye of approved quality fitted and fixed (b) Plastic magic eye of approved quality fitted and fixed Anodised aluminium grip handle with base plate of approved (a) With base plate.

iii) 300mm grip x'20mm dia rod x 50mm plate x 3.2mm thick.Supplying fitting and fixing 4mm thick acrylic ornamental

Building

Page 26

217 70217 i) 100mm x 5mm. Each 36.76217 ii) 150mm x 5.5mm. Each 46.13217 71 Each 1811.60217 72217 a) Upto area 2.5 Sq.m Sq.M 79.15217 b) Above area 2.5 Sq.m Sq.M 115.09219 73 Sq.M 86.67219 74219 (a) With new, iron screws. Sq.M 53.60219 (b) With old screws. Sq.M 41.82219 75 Easing door and windows. Each 10.56219 76219 (i) 19mm thick valves.219 (a) 1st class best Indian teak. Sq.M 2376.87219 (b) Ordinary teak. Sq.M 1913.31219 (ii) 12mm thick valves.219 (a) 1st class best Indian Teak, Sq.M 1767.05219 (b) Ordinary Teak Wood. Sq.M 1467.11219 (c) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1039.91219 (c) Other Local Wood. Sq.M 830.85219219 77 Renewing plated hook of Venetian Valve with screws. Each 10.77219 78221 (a) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Metre 237.25221 (b) Other Local Wood. Metre 156.76221 79221 (a) With 4.5mm thick plate. Each 22.96221 (b) With 3.0mm thick plate. Each 19.20221 (c) With 1.5mm thick plate. Each 15.53221 80221 (a) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Metre 177.77221 (b) Other Local Wood. Metre 128.51221 81221 (a) Ordinary Teak Wood. Sq.M 1553.46221 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1126.26221 (c) Other Local Wood. Sq.M 917.20221 82221221 (a) Ordinary Teak Wood. Sq.M 2435.29221 b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1413.58221 (c) Other Local Wood. Sq.M 914.88221223 (a) Ordinary Teak Wood. Sq.M 3289.36223 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1872.61223 Sq.M 1179.30223 (a) Ordinary Teak Wood. Sq.M 3432.15223 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1940.83223 (c) Other Local Wood. Sq.M 1211.04223 (iv) 40mm. Thick shutter.223 (a) Ordinary Teak Wood. Sq.M 3670.12223 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2054.53223 (c) Other Local Wood. Sq.M 1263.92223 (v) 45mm. Thick shutter.223 (a) Ordinary Teak Wood. Sq.M 4101.12

Iron door handle of approved quality fitted and fixed

Supplying , fitting and fixing Godrej ultra vertibold brass rim Labour for taking out door and window frame including

Taking out shutter of door and window, dismantling by parts Taking out door and window shutters and rehanging the

Wooden Venetian/ Louvered valves, fitted and fixed with

(This is a repair item. Item No. 73 or 74 will be admissible in

Renewing valve rod of size 37.5mmx 37.5mm for Venetian

Strengthening corners of shutters with M.S. corner plate

Renewing gauge bar(40x40mm) of glazed shutter to match

Renewing 12mm. Thick louver of fixed lauvered shutter to

Styles and rails of wooden shutters fitted and fixed (i) For 25mm. Thick shutter.

(ii) 35mm Thick shutter.

(c) Other Local Wood. (iii) 37.5mm. Thick shutter.

Building

Page 27

223 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2261.84223 (c) Other Local Wood. Sq.M 1361.76223 (vi) 50mm. Thick shutter.223 (a) 1st class best Indian teak. Sq.M 5894.80223 (b) Ordinary Teak Wood. Sq.M 4481.23223225 83225 i) 12mm Thick panel of 30cm to 45cm width225 a) Ordinary Teak Wood. Sq.M 1052.38225 b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.0 Sq.MH 704.41225 (c) Other Local Wood. Sq.M 534.12225 (ii) 19mm thick panel of 30cm to 45cm width225 (a) Ordinary Teak Wood. Sq.M 1480.74225 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 909.07225 (c) Other Local Wood. Sq.M 629.32225225 Sq.M 2402.50225 (b) Ordinary Teak Wood. Sq.M 1861.50225 (c) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1090.99225 (d) Other Local Wood. Sq.M 713.93225227 84227227 (a) 1st class best Indian teak. Sq.M 7970.08227 (b) Ordinary teak wood. Sq.M 6015.51227227 (a) Ordinary Teak Wood. Sq.M 4824.31227 b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2637.04227 c) Other Local Wood. Sq.M 1566.68227227 a) Ordinary Teak Wood. Sq.M 4443.55227 b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2455.12227 c) Other Local Wood. Sq.M 1482.07227227 a) Ordinary Teak Wood. Sq.M 3202.10227 b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1835.06227 c) Other Local Wood. Sq.M 1166.09229 Note: i) Lifting Charges for upper floors refer item 86.229229 85229 (i) 50mm thick shutters with 19mm thick valve.229 (a) 1st class best Indian teak. Sq.M 8568.80229 (b) Ordinary teak. Sq.M 6687.29229 (ii) 35mm thick shutters with 12mm thick valve.229 (a) Ordinary Teak Wood. Sq.M 5051.21229 b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 3225.90229 c) Other Local Wood. Sq.M 2332.66229 Note: Lifting Charges for upper floors refer item 86.229 86 Add extra over the rate of ground floor for each addl. Floor.229 i) Upto 4th floor. Sq.M 17.85229 ii) Above 4th floor. Sq.M 22.31229 87229231 (a) 1st class best Indian teak. Sq.M 7930.89231 (b) Ordinary teak. Sq.M 6131.19

(This is a repair Item Item No. 73 will be admissible in Panel (made of single plank) of door and window shutters to

(iii) 25mm thick panel of 30cm to 45cm width(a) 1st class best Indian teak.

(This is a repair Item, item No. 73 will be admissible in Panel shutters of door and window, as per design (each (i) 50 mm thick shutters with 25 mm thick panel of size 30 to

(ii) 40 mm thick shutters with 19 mm thick panel of size 30

iii) 35 mm thick shutters with 19 mm thick panel of size 30 to

iv) 25 mm thick shutters with 12 mm thick panel of size 30

(ii) In case of panel with Rly. Type batton the rates will be Venetian shutters of doors and windows as per design with

:ixed louver shutters of doors and windows as per design, i) 50mm thick shutters with 19mm thick valve.

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231231 (a) Ordinary Teak Wood. Sq.M 4941.31231 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2999.49231 (c) Other Local Wood. Sq.M 2049.24231 (iii) 35mm thick shutters with 12mm thick valve.231 (a) Ordinary Teak Wood. Sq.M 4495.10231 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2786.31231 (c) Other Local Wood. Sq.M 1950.08231 (iv) 25mm thick shutters with 12mm thick valve.231 (a) Ordinary Teak Wood. Sq.M 3598.57231 b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2278.13231 c) Other Local Wood. Sq.M 1631.96231231 88231231 a) Ordinary Teak Wood. Sq.M 3793.97233 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2281.26233 (c) Other Local Wood. Sq.M 1540.99233233 (a) Ordinary Teak Wood. Sq.M 3530.63233 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2155.44233 (c) Other Local Wood. Sq.M 1482.48233233 (a) Ordinary Teak Wood. Sq.M 2740.62233 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1777.99233 (c) Other Local Wood. Sq.M 1306.92233233 89233 50mm Thick shutters233 a) 1st class best Indian teak. Sq.M 4852.00233 b) Ordinary Teak Wood. Sq.M 3681.83233233235 90235 (i) 50mm thick shutters with 25mm thick panel.235 (a) 1st class best Indian teak. Sq.M 7045.59235 (b) Ordinary teak. Sq.M 5376.78235 (ii) 40mm thick shutters with 19mm thick panel.235 Sq.M 4359.43235 Sq.M 2513.92235 c) Other Local Wood. Sq.M 1610.80235 (iii) 35mm thick shutters with 19mm thick panel.235 a) Ordinary Teak Wood. Sq.M 3931.07235 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2309.27235 (c) Other Local Wood. Sq.M 1515.61235 (iv) 25mm thick shutters with 12mm thick panel.235 (a) Ordinary Teak Wood. Sq.M 2965.78235 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1791.37235 |c) Other Local Wood. Sq.M 1216.66235 Note: i) Lifting Charges for upper floors refer item 86.237 91237 (i) 50mm. Thick shutters with 25mm thick panel.237 (a) 1st class best Indian teak. Sq.M 7686.04237 (b) Ordinary teak. Sq.M 5857.19237 (ii) 40mm thick shutters with 19mm thick panel.

ii) 40mm thick shutters with 12mm thick valve.

Note: Lifting Charges for upper floors refer item 86.Glazed shutters of doors, windows, fan light, i) 40mm thick shutters.

(ii) 35mm thick shutters.

(iii) 25mm thick shutters.

Note: i) Lifting Charges for upper floors refer item 86.Glazed shutters of doors, as per design with sheet glass of

Note: i) Lifting Charges for upper floors refer item 86.ii) In case of panel with Rly. Type battens the rate will be Shutter of l/3rd panel, 2/3 glazed of doors and windows, as

a) Ordinary Teak Wood.b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak.

Shutters of 2/3rd panel and l/3rd glazed of doors and

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237 (a) Ordinary Teak Wood. Sq.M 4839.85237 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2773.61237 (c) Other Local Wood. Sq.M 1761.03237 (iii) 35mm thick shutters with 19mm thick panel.237 (a) Ordinary Teak Wood. Sq.M 4414.46237 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2568.96237 (c) Other Local Wood. Sq.M 1662.87237 (iv) 25mm thick shutters with 12mm thick panel.237 (a) Ordinary Teak Wood. Sq.M 3288.54237 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2002.28237 (c) Other Local Wood. Sq.M 1369.86237 Note: i) lifting Charges for upper floors refer item 86.239239 92239 (i) 50mm thick shutters with 19mm thick valve.239 (a) 1st class best Indian teak. Sq.M 6252.13239 (b) Ordinary teak. Sq.M 4809.33239 (ii) 40mm thick shutters with 12mm thick valve.239 (a) Ordinary Teak Wood. Sq.M 3962.58239 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2349.88239 (c) Other Local Wood. Sq.M 1557.92239 (iii) 35mm thick shutters with 12mm thick valve.239 (a) Ordinary Teak Wood. Sq.M 3458.96239 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2080.35239 (c) Other Local Wood. Sq.M 1402.95239 (iv) 25mm thick shutters with 12mm thick valve.239 (a) Ordinary Teak Wood. Sq.M 2761.63239 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 1721.18239 (c) Other Local Wood. Sq.M 1212.02241 Note: i) Lifting Charges for upper floors refer item 86.241 93241 (i) 50mm thick shutters with 19mm thick valve.241 (a) 1st class best Indian teak. Sq.M 6899.10241 (b) Ordinary Teak. Sq.M S310.20241241 (a) Ordinary Teak Wood. Sq.M 4314.01241 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2571.25241 (c) Other Local Wood. Sq.M 1718.41241241 (a) Ordinary Teak Wood. Sq.M 3915.54241 (b) Sishu, Gamar, Champ,Badam,Bhola, Mogra, Hallak. Sq.M 2380.87241 (c) Other Local Wood. Sq.M 1629.87241 (iv) 25mm thick shutters with 12mm thick valve.241 (a) Ordinary Teak Wood. Sq.M 3057.72241 (b) Sishu, Gamar, Champ,Badam,8hola, Mogra, Hallak. Sq.M 1887.20241 (c) Other Local Wood. Sq.M 1314.40243 Note: i) Lifting Charges for upper floors refer item 86.243 94243243 (i) Sal: Local. Sq.M 2384.40243 (ii) Sal: Malayasian Sq.M 2736.73243 (iii) Sishu, Gamar, Champ, Badam, Bhola, Morga, Hallak. Sq.M 2604.60243 (iv) Other Local Wood Sq.M 1591.66243243 (i) Sal: Local. Sq.M 2061.43

(ii) In case of panel with Rly. Type battens the rate will be Shutter of l/3rd fixed louvered, 2/3rd glazed of doors as per

Shutters 2/3 fixed louvered, l/3rd glazed of doors and

(ii) 40mm thick shutters with 12mm thick valve.

(Hi) 35mm thick shutters with 12mm thick valve.

Z-batten shutters of door and window as per design havings (A) Shutter with 25mm thick planks, 19mm thick battens.

(B) Shutter with 19mm thick planks, 19mm thick

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243 (ii) Sal: Malayasian Sq.M 2345.77243 (iii) Sishu, Gamar, Champ, Badam, Bhola, Morga, Hallak. Sq.M 2239.14243 (iv) Other Local Wood Sq.M 1421.68243 Note: i) Lifting Charges for upper floors refer item 86.245 95245 Sq.M 545.42247 96247 Sq.M 629.50249249249 Section specification :-249249249249 Ceiling Angle :- 25 mm X10 mm, thickness 0.55 mm (min).249249 In Ground Floor Sq.M 588.15251 97

Sq.M 765.92253 98253 Sq.M 618.97255 99255 Sq.M 743.80257 100257 Sq.M 1320.63259 101259 (a) 35 mm thick shutters (single leaf) Sq.M. 2447.64259 (b) 32 mm thick shutters (single leaf) Sq.M. 2284.63259 (For upper floors refer to item 128 also)259 102259 a) 35mm thick shutters (single leaf) Sq.M. 3882.64259 b) 25mm thick shutters (single leaf) Sq.M. 3722.00259 For upper floors refer to item 128 also)259 103 Extra over item No. 101 and 102 for providing:259 Each 21.12259 b) Rabbet cutting in shutters 28.42261 (c) Double leaf shutters 18.94261 (For upper floors refer to item 128 also)261 104 Sq.M. 930.12261 105261 (a) Ordinary Teak Sq.M. 1553.37261 (b)Sishu/Champ/Badam/Gamar/Bhola/Mogra/Hallak Sq.M. 849.92261 (For upper floors refer to item 128)261 106261 In Ground Floor261 A) Plain : Conforming to IS: 3087 -1985261 I) Plain: Exterior grade.261 a) 9 mm thick Sq.M. 676.61261 b) 12 mm thick. Sq.M. 844.23261 c) 18 mm thick. Sq.M. 1137.88261261 One side decorative laminated261 a) Exterior grade261 9mm thick Sq.M. 858.52261 12mm thick Sq.M. 900.10

Providing and fixing of false ceiling with powder coated a) False Ceiling (with 4mm thick Fibre Cement Standard (A) Providing and fixing of false ceiling with powder coatee False Ceiling (with 6mm thick Fibre Cement Standard (B) False Ceiling with concealed metal (G.I.) Providing and fixing in position 6 mm. thick High Pressure

Perimeter Channel:- 30 mm X 20 mm X 27 mm, thickness Intermidiate Channel :- 15 mm X 45 mm, thickness 0.90 mm Ceiling Section :- 51.5 mm X 26 mm X 10.55 mm, thickness

False Ceiling (with 6mm thick Fibre Cement Standard

Providing and fixing of false ceiling with powder coated a) False Ceiling (with 4mm thick Pearl Designer Fibre Providing and fixing of false ceiling with powder coated a) False Ceiling (with 4mm thick Fibre Cement Designer Providing and fixing of false ceiling with powder coated a) False Ceiling (with 6mm thick Fibre Cement Designer Providing and fixing of false ceiling with powder coated a) Acoustic False Ceiling (with 15mm thick OW Acoustic Supplying solid flush type doors of commercial quality, the

Supplying solid flush type doors of deluxe decorative (both

a) Vision aperture (round or rectangular in shape) with Sq.M. Sq.M.

Supplying, fitting and fixing Fly/Mosquito proof nylon ne on Ceiling with 12mm thick wooden planks fitted and fixed

Wall panelling / partition with Melamine faced 3 layered flat

B) Prelaminated particle board conforming to IS: 3087 -985

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261 b) Interior Grade263 9mm thick Sq.M. 761.07263 12mm thick Sq.M. 858.52263 (ii) Both side decorative laminate263 (a) Exterior grade263 9mm thick Sq.M. 905.30263 12mm thick Sq.M. 946.88263 (b) Interior Grade263 9mm thick Sq.M. 858.52263 12mm thick Sq.M. 941.68263 (c ) Extra for Ceiling Work Sq.M. 14.08263 107263 i)4mm Sq.M. 909.01263 ii) 6mm Sq.M. 1002.72263 lii) 9mm Sq.M. 1177.63263 iv) 12mm Sq.M. 1420.01263 v) 16mm Sq.M. 1970.06263 vi) 19mm Sq.M. 2158.72263 108263 In Ground Floor265 (i) 4mm Sq.M. 665.39265 (ii) 6mm Sq.M. 831.55265 (iii) 9mm Sq.M. 950.24265 (iv) 12mm Sq.M. 1165.14265 (v) 16mm Sq.M. 1526.53265 (vi) 19mm Sq.M. 1800.15265 109265 In Ground Floor265 (i) 16mm Sq.M. 1784.58265 (ii) 19mm Sq.M. 1986.98265 (iii) 25mm Sq.M. 2737.54265265 For upper floor refer Item 128 for item 106,107,108,109265 110265 a Malayasian Sal Sq.M. 161.57265 b) Local Sal Sq.M. 149.60265 c) Sishu/Champ/Badam/Gamar/Bhola/Mogra/Hallak Sq.M. 157.08265 111265 a) Malayasian Sal Sq.M. 140.46267 (b) Local Sal Sq.M. 128.48267 (c)Sishu/Champ/Badam/Gamar/Bhqla/Mogra/Hallak Sq.M. 135.96267 112 Sq.M. 64.26267 113267 (a) Sal Malayasian Sq.M. 166.80267 (b) Sal: Local Sq.M. 154.83267 (c)Sishu/Champ/Badarn/Gamar/Bhola/Mogra/Hallak Sq.M. 162.31267 114267 (a) Malayasian Sal Sq.M. 187.92

(b ) Sal: Local Sq.M. 175.94267 (c)Sishu/Gamar/Champ/Badam/Bhola/Mogra/Hallak Sq.M. 183.43267 115 Sq.M. 90.60267 116267 (a) Ordinary Teak Sq.m. 585.27267 (b) Sal: Local Sq.m. 457.41267 117

Supplying, fitting and fixing boiling water proof ply

Supplying, fitting and fixing boiling water resistant ply

Supplying, fitting and fixing boiling water proof block board

(Note: For Boiling Water Resistant Block Boards reduce

Hessian ceiling as per design fitted and fixed complete

Hessian partition as per design fitted and fixed complete

Renewing hessian only of ceiling including taking out old Canvas partition as per design fitted and fixed complete

Canvas ceiling as per design fitted and fixed complete

Renewing canvas only of ceiling including taking out old Ceiling of soft-insulation boards (12mm thick) as per design

Ceiling of masonite board as per design fitted and fixed

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269 (i) 4.5mm thick269 (a) Ordinary Teak Sq.M. 563.25269 (b) Sal Local Sq.M. 435.39269 (ii) 6.0mm thick269 (a) Ordinary Teak Sq.M. 604.84269 (b) Sal Local Sq.M. 476.98269 118269 (i) 4mm thick269 (a) Sal Local Sq.M. 495.18269 (ii) 6mm thick269 (a) Sal Local Sq.M. 642.05269 (Hi) 12mm thick269 (a) Ordinary Teak Sq.M. 1005.16269 119269 In Ground Floor

(a) Ordinary Teak Sq.M. 578.59269 (b) Sal Local Sq.M. 450.73271 120271 In Ground Floor271 (A)Plain:271 (a) Exterior grade.271 (i) 6mm Sq.M. 671.16271 (ii) 8mm Sq.M. 811.54271 iii) 12mm Sq.M. 909.02271 b) Interior grade.271 i)6mm Sq.M. 741.35271 ii) 8mm Sq.M. 881.73271 iii) 12mm Sq.M. 1090.99271 B) One side decorative lamination271 I) Exterior Grade271 i)8mm Sq.M. 799.79271 ii) 12mm Sq.M. 931.02271 II) Interior Grade271 i)8mm Sq.M. 708.56271 ii) 12mm Sq.M. 837.28271 C) Both side decorative lamination273 I) Exterior Grade273 (i)8mm Sq.M. 902.28273 (ii) 12mm Sq.M. 1033.50273 (II) Interior Grade273 (i) 8mm Sq.M. 839.79273 (ii) 12mm Sq.M. 958.51273 121273273 i) Thickness of laminate 1.5mm Sq.M. 848.02273 ii) Thickness of laminate 1 mm Sq.M. 663.29273 122273 In Ground Floor273 i) 4mm thick Sq.M. 613.55273 ii) 6mm thick Sq.M. 760.42273 ii) 12mm thick Sq.M. 995.67273 123273 In Ground Floor275 (a) Teak Wood275 (i) 4.5mm thick Sq.M. 552.69

Ceiling of commercial ply as per design fitted and fixed

Partition with soft insulation board (of 12mm thick) as per

Providing, fitting and fixing in position, medium density fibre

Supplying fitting, fixing decorative lamination conforming to Glossy/Matt/Suede excluding surface texture or metallic

A) Partition of commercial ply as per design fitted and fixed

Partition of masonite board as per design fitted and fixed

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275 (ii) 6.0mm thick Sq.M. 594.29275 (b) Sal Local275 (i) 4.5mm thick Sq.M. 424.83275 (ii) 6.0mm thick Sq.M. 466.42275 124275 (i) 4mm thick commercial quality Sq.M. 442.40275 125275 (a) Ordinary teak Mtr. 103.22275 (b)Sishu/Champ/Badam/Gamar/Bhola/Mogra/Hallak Mtr. 64.07275 126 Sq.M. 38.62275 127275 In ground floor.275 i) 12mm thick planks275 a) Sal Malayasian Sq.M. 780.69275 b)Sishu/Champ/Badam/Gamar/Bhola/Mogra/Hallak Sq.M. 735.74275 c) Other local Wood Sq.M. 391.12275 ii) 19mm thick planks277 (a) Sal Malayasian Sq.M. 1186.14277 (b)Sishu/Champ/Badam/Gamar/Bhola/Mogra/Hallak Sq.M. 1114.74277 (c) Other Local Wood Sq.M. 567.40277 (iii) 25mm thick planks277 (a) Sal Malayasian Sq.M. 1523.93277 (b) Sishu/Champ/Badam/Gamar/Bhola/Mogra/Hallak Sq.M. 1430.72277 (c) Other local Wood Sq.M. 716.13277 (iv) 32mm thick planks277 (a) Sal Malayasian Sq.M. 1962.37277 (b)Sishu/Champ/Badam/Gamar/Bhola/Mogra/Hallak Sq.M. 1842.06277 (c) Other local Wood Sq.M. 919.68277 (v) 35mm thick planks277 (a) Sal Malayasian Sq.M. 2124.54277 (b)Sishu/Champ/Badam/Gamar/Bhola/Mogra/Hallak Sq.M. 1993.66277 (c) Other local Wood Sq.M. 990.19277 128277 (i) Upto 4th floor Sq.M. 8.93277 (ii) Above 4th floor Sq.M. 11.16277 129 Add extra over correspnding item 127 and 130:277 (i) Half lap joint Sq.M. 15.17277 (ii) Tongued and grooved joint Sq.M. 29.45277 130277 i) 25mm thick planks277 (a) Sal Malayasian Sq.M. 1532.96279 (b) Sal Local Sq.M. 1282.65279 (ii) 35mm thick planks279 (a) Sal Malayasian Sq.M. 2124.54279 (b) Sal Local Sq.M. 1775.51279 (iii) 50mm thick planks279 (a) Sal Malayasian Sq.M. 3020.21279 (b) Sal Local Sq.M. 2519.57279 (iv) Above 50mm thick planks279 (a) Sal Malayasian Cu.M. 59703.38279 (b) Sal Local Cu.M. 49714.27279 131 Easing drawers of laboratory tables of any size (labour only) Each 16.51279 132 Each 2.75279 133 Each 11.01279 134 Each 49.83

Partition of teak veneer [1 mm] as per design fitted and

Scantling upto 50mm wide and 12mm thick (chamfering or

Taking out existing partition/ceiling of particle board, Plain and finished timber planks in partition, shelves etc.

Add extra over rate of ground floor for each addl. Storey for

Rough dressed timber planks fitted and fixed with nut jolts

Easing tower wrench, barrel, skeleton, socket bolt etc. by Taking Out and Refixing wooden moulded knobs of Taking out and refixing after oiling and cleaning including

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279 135In Ground Floor

279 i) Plain eaves board (Local Sal)279 a) 19mm thick Sq.M. 1196.43279 d) 25mm thick Sq.M. 1502.23279 ii) Ornamental eaves board (Ordinary Teak)279 a) 19mm thick Sq.M. 2610.30279 b) 25mm thick Sq.M. 3318.28279 iii) Ornamental eaves board Badam/Gamar/Champ/Hallak)279 a) 19mm thick Sq.M. 1447.79281 (b) 25mm thick Sq.M. 1780.36281 136281 (a) 19mm mesh. Sq.M. 359.54281 (b) 25mm mesh Sq.M. 330.04281 (c) 37.5mm mesh Sq.M. 308.95281 137281 (a) 19mm mesh. Sq.M. 204.92281 (b) 25mm mesh Sq.M. 175.41281 (c) 37.5mm mesh Sq.M. 154.32281 138281 (a) Sal Malayasian Each 50.35281 (b) Sal Local Each 44.64281 139281 (a) 50mm x 25mm x 2.7mm x 2.7mm. Sq.M. 210.84281 (b) 75mm x 25mm x 2.7mm x 2.7mm. Sq.M. 205.47281 (c) 75mm x 25mm x 4.5mm x 2.7mm. Sq.M. 247.13281 (d) 75mm x 50mm x 4.5mm x 3.0mm. Sq.M. 207.48283 (e) 75mm x 50mm x 2.7mm x 2.7mm. Sq.M, 204.12283 (f) 75mm x75mm x 4.5mm x 4.5mm. Sq.M. 251.17283 (g) 75mm x 75mm x 2.7mm x 2.7mm. Sq.M. 175.88283 (h) 100mm x 100mm x 2.7mm x 2.7mm. Sq.M. 159.75283 (i) 25mm x 25mm x 2.7mm x 2.7mm. Sq.M. 289.19283 (j) 25mm x 25mm x 2.2mm x 2.2mm. Sq.M. 174.92283 140 Sq.M. 1282.70283 141 Sq.M. 575.16283 142 Set 2323.24283 Set 3870.09283 143

In Ground Floor285 (i) 32 mm thick Sq.m 3200.48285 (ii) 25 mm thick Sq.m 2982.74285 144285 (i) 66mm x 90mm Mtr. 571.93285 (ii) 66mm x 70mm Mtr. 5.10.71285 145285 In Ground Floor Sq.m 1978.25287 146287 In Ground Floor Sq.m 2513.70289 147289 In Ground Floor Sq.m 2312.89291 148291 In Ground Floor Sq.m 2714.49293 149 Mtr. 335.97293 150 Mtr. 431.33295 151

wooden eaves board as per design, fitted and fixed

Square or hexagonal mesh netting made with 18 B.W.G.

Renewing square or hexagonal mesh netting only (made

Extra for providing hand hole (upto 150mm x 150mm size)

Supplying fitting and fixing I.R.C. fabric mesh with covering

Renewing G.I. sheet door with old sheet but with new local Renewing G.I. sheet door with new 0.63mm sheet but with a) Supplying, fitting fixing I.S.I, approved quality and srand b) Supplying, fitting fixing Godrej type hydraulic (oil check) Supplying, fitting & fixing fibre reinforced polymer (FRP)

Supplying, fitting and fixing fibre reinforced polymer (FRP]

Supplying, Fitting & Fixing 30 mm thick Factory made solid

Supplying, Fitting & Fixing 30 mm thick both side

Supplying, Fitting & Fixing 30 mm thick Double Leaf Factory

Supplying, Fitting & Fixing 30 mm thick thick both side

Supplying, Fitting & Fixing Factory made P.V.C. door frame Supplying, Fitting & Fixing Factory made prelaminated Supplying, Fitting & Fixing 30 mm thick Factory made

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295 Sq.M. 3072.05295 Sq.M. 3505.46297 152297 In.Ground Floor297 Sq.M. 3807.99297 Sq.M. 4241.58297 153 Sq.M. 500.91299 154 Mtr. 252.70299155(A)299 In Ground Floor Sq.m. 2038.67301 155(B)

In Ground Floor Sq.M. 1892.31301 156 Sq.M. 812.94303 157

In Grounr Floor Sq.M. 931.52303 158303 In ground floor.. Sq.M 2091.28305 159 Sq.M 1436.19

307 (H) – Band Moulding, Cornice etc.307 1307 In Ground Floor307 (i) Projection upto 25 mm307 Metre 28.32307 Metre 36.34307307 (a) Depth or width (75 mm to 100 mm) (Cement 2.0 Kg/Mtr.) Metre 40.97307 Metre 49.07307 2307 In Ground Floor307 (i) Projection upto 25 mm307 (a) Depth or width (75 mm to 100 mm) (Cement 2.5Kg/Mtr.) Metre 41.81307 Metre 55.22307 (ii) Projection 40 mm307 (a) Depth or width (75 mm to 100 mm) (Cement 3.5 Kg/Mtr.) Metre 56.32307 Metre 61.44307 3307 In Ground Floor307307 Metre 47.28309 (ii) Projection above (75 mm and upto 150 mm)309 (a) Depth or width (75 mm to 150 mm) (Cemen 3.3Kg/Mtr.) Metre 58.93309 4309 In Ground Floor309 Metre 74.06309 Metre 136.49309 Metre 83.08309 5309 In Ground Floor309309 Metre 58.43309 Metre 71.41309 Metre 86.59309 Metre 97.05309 (ii) With rabbet on both sides

(a) Moulded door using 2 mm moulded PVC sheet or 2 mm (b) Moulded door using 2 mm Prelam moulded PVC sheet Supplying, Fitting & Fixing 30 mm thick Factory made

(a) Moulded door using 2 mm moulded PVC sheet or 2 mm (b) Moulded door using 2 mm Prelam moulded PVC sheet Taking out door shutter and rehanging the same by fixing Supplying fitting and fixing in position approved P.V.C. door PVC Door Shutter-37mm thick: Supplying fitting and fixing

PVC Door Shutter-30mm thick: Supplying, fitting&fixing

Wall paneling with Gypsum Plaster Board of 12.5 mm thick M.F. suspended ceiling made with 12.5 mm thick Gypsum

PVC PARTITION: Supplying.fitting and fixing the

PVC FALSE CEILING: Providing False Ceiling made~with

Band moulding (horizontal or vertical) rectangular

(a) Depth or width (75 mm to 1Q0 mm) (Cement (b) Depth or width (125 mm to 150 mm] (Cement (ii) Projection 40 mm in Ground Floor.

(b) Depth or width (125 mm to 150 mm] (Cement Multiple-band moulding (horizontal or vertical) made with

(b) Depth or width (125 mm to 150 mm) (Cement

(b) Depth or width (125 mm to 150 mm) (Cement Band moulding (horizontal or vertical) of rectangular section

(i) Projection upto 75 mm.(a) Depth or width (75 mm to 150 mm) (Cement

Masonry curb or sill in floor of rectangular sectio finished

(a) 125 mm. x 75 mm. section (Cement (b) 125 mm. x 150 mm. section (Cement (c) 100 mm. x 100 mm. section (Cement Concrete chowkat with rabbet (in sill of door or window)

(i) With rabbet on one sidea) 75 mm. x 50 mm. or 75 mm. x 75 mm. sec b)100 mm. x 50 mm. or 100 mm. x 75 mm. sec Cement c) 125 mm. x 50 mm. or 125 mm. x 75 mm. sec Cement d) 150 mm. x 50 mm. or 150 mm. x 75 mm. sec Cement

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309 Metre 77.48309 Metre 88.88309 Metre 99.54311 6 Metre 13.73311 7 Metre 184.73311 8311 (a) With moulding on one side only (Cement 1.5Kg/Mtr.) Metre 31.62311 (b) With moulding on both sides (Cement 2.0Kg/Mtr.) Metre 36.97311 9311 (a) 125 mm. wide coping (Cement 3.8Kg/Mtr.) Metre 97.94311 (b) 250 mm. wide coping (Cement 5.0Kg/Mtr.) Metre 143.81311 (c) 375 mm. wide coping (Cement 7.7Kg/Mtr.) Metre 200.05311 (d) 500 mm. wide coping (Cement 9.7Kg/Mtr.) Metre 256.38311 10311 (a) 125 mm. Wide coping (Cement 1.5Kg/Mtr.) Metre 37.38313 (b) 250 mm. Wide coping (Cement 2.4Kg/Mtr.) Metre 54.24313 (c) 375 mm. wide coping (Cement 3.1Kg/Mtr.) Metre 68.30313 (d) 500 mm. wide coping (Cement 3.8Kg/Mtr.) Metre 82.35313 11313313 (a) Depth (100 to 150) mm (Cement 4.3Kg/Mtr.) Metre 148.67313 (b) Depth (150 to 200) mm (Cement 5.5Kg/Mtr.) Metre 177.26313313 (a) Depth (100 to 150) mm (Cement 6.6Kg/Mtr.) Metre 196.55313 (b) Depth (150 to 200) mm (Cement 8.0Kg/Mtr.) Metre 238.16313 (c) Depth (225 to 300) mm (Cement ll.OKg/Mtr,) Metre 317.95313313 (a) Depth (100 to 125) mm (Cement 8.5Kg/Mtr.) Metre 242.10313 (b) Depth (150 to 200) mm (Cement 10.6Kg/Mtr.) Metre 295.87313 (c) Depth (225 to 300) mm (Cement 13.0Kg/iyttr.) Metre 348.05313313 (a) Depth (150 to 200) mm (Cement 13.0Kg/Mtr.) Metre 359.26313 (b) Depth (225 to 300) mm (Cement 17.0Kg/Mtr.) Metre 483.89313 (c) Depth (325 to 400) mm (Cement 22.0Kg/Mtr.) Metre 648.02313313 (a) Depth (150 to 200) mm (Cement 15.0Kg/Mtr.) Metre 428.75315 (b) Depth (225 to 300) mm (Cement 20.0Kg/Mtr.) Metre 592.77315 (c) Depth (325 to 400) mm (Cement 26.0Kg/Mtr.) Metre 779.62315 12315 (a) Depth (100 to 125) mm (Cement 2.5Kg/Mtr.) Metre 66.56315 (b) Depth (150 to 200) mm (Cement 3.0Kg/Mtr.) Metre 74.74315315 (a) Depth (100 to 125) mm (Cement 4.0Kg/Mtr.) Metre 89.69315 (b) Depth (150 to 200) mm (Cement 4.0Kg/Mtr.) Metre 107.57315 (c) Depth (225 to 300) mm (Cement 5.0Kg/Mtr.) Metre 125.44315315 (a) Depth (100 to 125) mm (Cement 4.4Kg/Mtr.) Metre 121.71315 (b) Depth (150 to 200) mm (Cement 5.0Kg/Mtr.) Metre 130.59315 (c) Depth (225 to 300) mm (Cement 6.0Kg/Mtr.) Metre 161.40315 (iv) Projection (325 to 375) mm315 (a) Depth (150 to 200) mm (Cement 6.0Kg/Mtr.) Metre 158.57315 (b) Depth (225 to 300) mm (Cement 7.0Kg/Mtr.) Metre 177.66315 (c) Depth (325 to 400) mm (Cement 8.0Kg/Mtr.) Metre 201.09317 (v) Projection (400 to 450) mm317 (a) Depth (150 to 200) mm (Cement 7.0Kg/Mtr.) Metre 171.30

a) 100 mm. x 50 mm. or 100 mm. x 75 mm. sec Cement b) 125 mm. x 50 mm. or 125 mm. x 75 mm. sec Cement c) 150 mm. x 50 mm. or 150 mm. x 75 mm. sec Cement Renewing throating,nosing or drip course moulding with 15 Making ornamental R.C. hand rail upto 160 sq.cm. cross Finishing of 75 mm. or 125 mm. thick wall with 15 mm. thick

Renewing coping of compound wall with brick work and 15

Renewing plaster and coping of compound wall Including

Renewing cornice(with mouldings but without floral o similar (i) Projection (75 to 150) mm.

(ii) Projection (175 to 225) mm.

(iii) Projection (250 to 300) mm.

(iv) Projection (325 to 375) mm.

v) Projection (400 to 450) mm.

Renewing plaster of cornice (with moulding but without

(ii) Projection (175 to 225) mm

(iii) Projection (250 to 300) mm

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317 (b) Depth (225 to 300) mm (Cement 8.0Kg/Mtr.) Metre 201.90317 (c) Depth (325 to 400) mm (Cement 9.0Kg/Mtr.) Metre 234.42317 13317 In Ground Floor Metre 103.95317

319 (I) – Plastering, Pointing etc.319 1 Sq.M 13.09319 2319 (i) With 1:6 cement mortar319 (a) 25 mm thick plaster Sq.M 146.19319 (b) 20 mm thick plaster Sq.M 124.75319 (c) 15 mm thick plaster Sq.M 105.72319 (ii) With 1:4 cement mortar319 (a) 20 mm thick plaster Sq.M 146.56319 (b) 15 mm thick plaster Sq.M 123.41319 (c) 10 mm thick plaster Sq.M 95.78319319 (a) 20 mm thick plaster Sq.M 168.38319 (b) 15 mm thick plaster Sq.M 138.35319 (c) 10 mm thick plaster Sq.M 104.41319 Sq.M 161.41319 (b) 10 mm. thick plaster Sq.M 125.87321 3321321 (a) 35 mm. thick plaster Sq.M 194.64321 (b) 25 mm. thick plaster Sq.M 154.73321 (c) 20 mm. thick plaster Sq.M 129.27321 (d) 15 mm. thick plaster Sq.M 112.18321 Sq.M 136.72321 (b) 15 mm. thick plaster Sq.M 117.61321 (c) 10 mm. thick plaster Sq.M 90.51321 4321321 (a) 20 mm. thick plaster Sq.M 142.17321 (b) 15 mm. thick plaster Sq.M 118.27321 (ii) With lime & surki morter (1:3)321 (a) 25 mm thick plaster Sq.M 142.94321 (b) 19 mm thick plaster Sq.M 126.89321 (c) 12.5 mm thick plaster Sq.M 95.01323 (iii) With lime & surki morter (1:4)323 (a) 25 mm thick plaster Sq.M 136.44323 (b) 19 mm thick plaster Sq.M 110.68323 (c) 12.5 mm thick plaster Sq.M 86.01323 5323 (i) External plaster323 (a)Upto4thfloor Sq.M 2.68323 (b) Above 4th floor Sq.M 3.12323 (ii) Internal plaster323 (a) Upto 4th floor Sq.M 2.23323 (b) Above 4th floor Sq.M 2.68323 6323 Sq.M 11.30323 (b) With stone chips (Cement 0.086 Cu.m/lOOSq.m) Sq.M 39.69323 7 Sq.M 32.23

String course uo to 75 mm projection and upto 150 mm

Note:- Add extra @1.5% for each additional floor upto

Labour for Chipping of concrete surface before taking up Plaster (to wall, floor, ceiling etc.) with sand and cement

(iii) With 1:3 cement mortar

(iv) 1:2 cement mortar (to be used in floors and for

Plaster (to wall, floor, ceiling etc.) with composite mortar of (i) With (1:2:9) composite mortar with 1 cement : 2 lime

(ii) With (1:1:6) composite mortar with 1 cement: 1 lime

Plaster with lime and surki mortar including rounding off or (i) With lime & surki morter (1:2)

Extra for each additional floor over the rate for ground floor

Extra for Rusticated plaster (over rate of corresponding item (a) With sand plus cement (Cement 0.053

Extra for fluted, corrugated or ribbed plaster (over rate of

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323 8 Sq.M 28.51323 9 Sq.M 59.08325 10325 (a) Ground floor Sq.M 40.16325 (b) Extra for each additional floor Sq.M 2.69325 11 %Metre 309.37325 12 %Metre 364.41325 13 . %Metre 746.67325 (This item is not payable for new works).325 14 Sq.M 52.72325 . 15 Sq.M 52.13325 16 Sq.M 56.12325 17 Sq.M 54.33325 18 Sq.M 54.75325 19 Sq.M 57.13325327 20 Sq.M 39.68327 21 Sq.M 74.51327 22327327 (a) 19 mm thick plaster Sq.M 114.41327 (b) 12 mm thick plaster Sq.M 82.72327327 (a) 25 mm thick plaster Sq.M 117.57327 (b) 19 mm thick plaster Sq.M 96.31327 (c) 12.5 mm thick plaster Sq.M 76.75327327 (a) 25 mm thick plaster Sq.M 103.31327 (b) 19 mm thick plaster Sq.M 83.96327 (c) 12.5 mm thick plaster Sq.M 67.12327 23327 (a) 19 mm thick plaster Sq.M 134.27327 (b) 12.5 mm thick plaster Sq.M 97.36327 24 Sq.M 32.68

329 (J) White Wash, Colour Wash, Distemper329 1 Sq.M 4.46329 2 Sq.M 7.14329 3329 All floors:329 (a) One coat %Sq.M 839.31329 (b) Two coats (to be done on specific instruction). %Sq.M 1163.52329 (c) Three coats (on new works only). %Sq.M 1289.77329 4329 i) Internal (all floors)329 (a) One coat %Sq.M 946.37329 (b) Two coats %Sq.M 1416.02329 ii) External surface (ground floor)329 (a) One coat %Sq.M 963.54329 (b) Two coats %Sq.M 1440.26329329 5329 i) Internal surface (All floors)329 a) One coat of colour wash329 (i) Other than yellow, pink. %Sq.M 1005.96

Neat cement punning about 1.5 mm. thick in wall, dado, Lime punning about 3 mm. thick with stone lime and shell Sand rubbing including preparing and smoothening surface

Making V-groove line (6 mm. wide, 6 mm. deep) in Making V-groove line ( 12 mm wide,12 mm deep) in Closing gap between door and window frame and jambs

Flush pointing to brick work in cement mortar (1:4) including Flush pointing to ceiling tiles in cement mortar including Flush pointing to arched ceiling in cement mortar (1:4) & top Flush pointing to tiled floor in cement mortar (1:4) with Rule pointing to brick work in cement mortar (1:4) including Rule pointing to brick work in cement mortar (1:4) with NOTE : For items 14 to 19 cement 0.091 Cu.m. sand 0.366 Rule pointing to brick work with ruled joints in lime and surki Tuck pointing to brick work in cement mortar (1:3] including Sand and lime plaster including rounding off or (i) (1:2) with Lime & Sand mortar

(ii) (1:3) with Lime & Sand mortar

(iii) (1:4) with Lime & Sand mortar

Surki beaten plaster (1:2) including rounding off or

Flush pointing to stone masonry wall in cement morter (1:3)

Scraping of moss, blisters etc. thoroughly from exterior Scraping and removing greasy soot from walls or ceiling of White washing including cleaning and smoothening surface

Colour washing with "ELLA" with a coat of white wash

N.B. : Extra for each additional floor in external walls refer Colour washing with any shade with Stainers, as required

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329 (ii) Yellow, pink. %Sq.M 1017.07331 (b) Two coats (on new works only).331 (i) Other than yellow, pink. %Sq.M 1416.02331 (ii) Yellow, pink. %Sq.M 1434.20331 (ii) External surface (Ground floor)331 (a) One coat331 (i) Other than yellow, pink. %Sq.M 1059.49331 (ii) Yellow, pink. %Sq.M 1070.60331 (b) Two coats (on new works only).331 (i) Other than yellow, pink. %Sq.M 1504.90331 (ii) Yellow, pink. %Sq.M 1523.08331 6331 External surface (Ground floor)331 (a) One coat %Sq.M 614.08331 (b) Two coats (on new works only). %Sq.M 953.44331331 ' 7331 xternal surface (Ground floor)331 (a) One coat %Sq.M 1850.32331 (b) Two coats (on new works only). %Sq.M 2588.63331333 8 Metre 10.84333 9 %Sq.M 684.78333 10 Sq.M 57.53333 11 Sq.M 52.18333 12 %Metre 556.51333 13 %Metre 516.11333 14333 (a) One Coat333 i) Water based interior grade Acrylic Primer %Sq.M 2545.20333 ii) Solvent based interior grade Acrylic Primer %Sq.M 2838.10333 (b) Two Coats335 i) Water based interior grade Acrylic Primer %Sq.M 3686.50335 ii) Solvent based interior grade Acrylic Primer %Sq.M 4130.90335335 15335 In Ground Floor:335 (a) One Coat %Sq.M 2585.60335 (b) Two Coats %Sq.M 3747.10335335 16335 In Ground floor:335 (i) One coat on old surface. Sq.M 23.90335 (ii) One coat on new surface. Sq.M 27.13335 (iii) Two coats. Sq.M 39.74335 17 Chalk washing (one coat) - any height. Sq.M 5.76337 18337 In Ground floor337 Two Coat Sq.M 92.21337337 19337 In Ground floor (Two Coat)337 a) Normal Acrylic Emulsion Sq.M 54.54337 b) Premium 100% Acrylic Emulsion Sq.M 72.92337 c) Super Protective 100% Acrylic Emulsion. Sq.M 87.26

N.B. : Extra for each additional floor in external walls refer

B. : Extra for each additional floor in external walls refer Red oxide wash of approved shade including cleaning and

B.: Extra for each additional floor in external walls refer Item 20Rounding corners with cement mortar (1:3) for crack Removing old scales, blisters etc. of interior surface of Acrylic Distemper to interior wall, ceiling with a coat of Synthetic Distemper to interior wall, ceiling with a coat of Bordering (upto 75 mm. width) in distemper including cost Bordering (upto 75 mm. width) in distemper including cost Applying Interior grade Acrylic Primer of approved quality

[This item to be done under specific instruction of the Applying Exterior grade Acrylic primer of approved quality

This item to be done under specific instruction of the Applying decorative cement based paint of approved quality

Protective and Decorative Textured exterior high class matt

N.B. This item is to be selected only with written permission Protective and Decorative Acrylic exterior emulsion paint of

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337337 20337 External surface337 (i) Upto 4th floor %Sq.M 59.59337 (ii) Above 4th floor %Sq.M 71.71339339 21339 (a) One Coat Sq.M 21.82339 (b) Two coat Sq.M 32.32339 22 Bordering (upto 7.5 cm. width) with dry distemper Sq.M 3.69

341 (K) Painting,Varnishing etc.341 1 Sq.M 14.95341 2 Sq.M 27.47341 3 Sq.M 33.13341 4 Sq.M 36.66341341 5 Sq.M 55.25341 Sq.M 71.61341 6 Sq.M 11.92341 Sq.M 5.25343 7 Sq.M 28.38343 Sq.M 23.13343343 8343 (a) On timber or plastered surface :343 With super gloss (hi-gloss) -343 (i) One coat (white in shade) Sq.M 38.58343 (ii) Two coats (white in shade) Sq.M 57.87343 [iii) One coat (with any shade except white) Sq.M 41.81343 [iv) Two coats (with any shade except white) Sq.M 62.62343 With other than hi-gloss of approved quality-343 (i) One coat (white in shade) Sq.M 34.85343 (ii) Two coats (white in shade) Sq.M 52.22343 Iii) One coat (with any shade except white) Sq.M 36.97343 [iv) Two coats (with any shade except white) Sq.M 57.17343 b) On steel or other metal surface:345 With super gloss (hi-gloss)345 (i) One coat (white in shade) Sq.M 35.75345 (ii) Two coats (white in shade) Sq.M 55.75345 (iii) One coat (with any shade except white) Sq.M 38.58345 (iv) Two coats (with any shade except white) Sq.M 59.99345 With other than hi-gloss of approved quality-345 (i) One coat (white in shade) Sq.M 33.03345 ii) Two coats (white in shade) Sq.M 51.31345 iii) One coat (with any shade except white) Sq.M 34.95345 iv) Two coats (with any shade except white) Sq.M 54.14345 8345 (a) One coat Sq.M 23.33345 (b) Two coats Sq.M 38.08345 9

(I) Standard Quality Sq.M 49.59345 (ii) Luxury Quality Sq.M 56.26345 10345 (a) One coat Sq.M 24.95

N.B. The items 19(b) & 19(c) are to be selected only with Add extra for each additional floor over the rate for ground

NOTE: For all structures the-ground floor equivalent height shall Dry Distemparing to interior walls or ceiling including

Removing loose scales, blisters etc. from old painted Removing old paint from blistered painted surface with Removing old paint from blistered painted surface of steel Removing thick layers of paint from heavily cracked and N.B. Payment against item 1, 2, 3, 4 will be made only when (a) Rendering the surface of walls and ceiling with plaster of (b) Rendering the surface of walls and ceiling with white (a)Cleaning the walls and ceiling by scraping, sand (b) Washing & cleaning the wall surface ;; ceiling by soft (a) Priming one coat on timber of plastered surface with (b) Priming one coat on steel or other metal surface with (This item is applicable to new work or old work when the (A) Painting with best quality synthetic enamel paint of

B) Painting with superior quality aluminium paint of

Applying Acrylic Emulsion Paint of approved make and

Painting with ready mixed red lead paint of approved make

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347 (b) Two coats Sq.M 42.42347 11347 (a) One coat Sq.M 26.66347 (b) Two coats Sq.M 44.54347 12 Metre 6.40347 13 Sq.M 4.67347 14 Sq.M 6.87347 15 Coal tarring:347 (a) One coat Sq.M 13.33347 (b) Two coats Sq.M 21.51347 16347 (a) One coat Sq.M 20.71347 (b) Two coats Sq.M 30.30347 17347 i) On new wood work:347 (a) One coat Sq.M 74.03347 (b) Two coats Sq.M 111.00347347 (a) One coat Sq.M 105.65347 (b) Two coats Sq.M 153.52349 18349 (a) On new wood work Sq.M 342.69349 Sq.M 385.52349349 19349 a) On new wood work. Sq.M 50.90349 Sq.M 74.24349 20 Frosting glass panes by dabbing white paint Sq.M 29.29349 21 Sq.M 58.58

351 (L) Glaziers' Work351 1351 (i) 3 mm thick (weighing 7.4 kg/Sq.m) Sq.M 492.58351 (ii) 4 mm thick Sq.M 562.97351 2351 (i) 3 mm thick (weighing 7.4 kg/Sq.m) Sq.M 952.13351 (ii) 4 mm thick Sq.M 881.63351 3 Sq.M 3131.51351 4 Sq.M 986.16351 5351 (i) 3 mm thick(White) Sq.M 441.47351 (ii) 3 mm thick(Coloured) Sq.M 511.97351 6 Sq.M 2296.84353 7 Extra for fixing glass panes in steel window. Sq.M 42.22353 8 Renewing worn out putty of glass panes :353 (a) Panes not exceeding 0.2 Sq.m Each 23.44353 (b) Panes exceeding 0.2 Sq.m but not exceeding 0.5 Sq.m Each 36.59353 9 Each 48.42353 10 Sq.M 11.31353 11353 (a) 1.2 mm thick (1.85 Kg/Sq.m) Sq.M 591.96353 (b) 1.6 mm thick (2.5 Kg/Sq.m) Sq.M 789.82353 (c) 2.0 mm thick (3.36 Kg/Sq.m) Sq.M 1063.13353 (d) 3.0 mm thick (5.10 Kg/Sq.m) Sq.M 1581.86353 (e) 4.0 mm thick (6.72 Kg/Sq.m) Sq.M 1984.95

Painting with ready mixed Black Japan of approved make

Borders (up to 150 mm. width) with two coats of Black Washing and cleaning old painted surface and oiling with Cleaning old painted surface and oiling with linseed oil with

Painting with oil type wood preservative of approved brand

Copal varnish of approved quality including preparing

ii) On old varnish surface including removing old varnish

French polishing to wood work including preparing surface

(b) On old French polished surface including complete NOTE : For high gloss polish the rate shall be increased by Ready mix Wax polishing to wood work including preparing

b) On old wax polished surface including removal of old

Painting black board with approved paint after scraping and

Supplying best Indian sheet glass panes set in putty and

Supplying best Indian sheet glass panes set in putty (as per

Supplying best Indian Reinforced wire safety glass 6 mm Supplying best Indian Sheet glass 5 mm thick including Supplying best Indian figured glass viz. hammered, fluted,

Supplying best Indian laminated safety glass 5 mm. thick

Renewing teak wood beads of glass panes (each pane not Cleaning and removing paint mark from glass pane with Supplying, fitting and fixing in position fibre glass panes oi

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353 (f) 6.0 mm thick (10.0 Kg/Sq.m) Sq.M 2997.78353 12

(a) Putty and Nails Each 13.74353 (b) With Teak wood Beads and Nails Each 29.96353

(M) Drains, Down Pipes, Chimney Pipes etc.355 1 %Metre 196.95355 2 %Metre 2208.87355 3 %Metre 2783.56355 4 Each 13.39355 5 Metre 39.40355 6 Metre 20.23355 7 Sq.M 13.32355 8355 i) 75 mm. Oia. (Internal) Metre 559.93357 (ii) 100 mm. Dia. (Internal) Metre 643.59357 (iii) 150 mm. Dia. (Internal) Metre 1113.41357 9357357 (i) 75 mm. Dia. Each 569.94357 (ii) 100 mm. Dia. Each 758.01357 (iii) 150 mm. Dia. Each 1810.43357357 (i) 75 mm. Dia. Each 655.59357 (ii) 100 mm. Dia. Each 846.58357 (iii) 150 mm. Dia. Each 1964.45357357 (i) 75 mm. Dia. Each 658.02357 (ii) 100 mm. Dia. Each 940.61357 (iii) 150 mm. Dia. Each 1915.67357357 (i) 75 mm. Dia. Each 705.59357 (ii) 100 mm. Dia. Each 948.90357 (iii) 150 mm. Dia. Each 2088.28357 C) C. 1 Offset of down pipe357 (i) 75 mm. Dia projection 75 mm. Each 403.39357 (ii) 75 mm. Dia projection 150 mm. Each 512.27357 (iii) 100 mm. Dia projection 75 mm. Each 512.88359 (iv) 100 mm. Dia projection 150 mm. Each 607.41359 (v) 150 mm. Dia projection 75 mm. Each 834.06359 (vi) 150 mm. Dia projection 150 mm. Each 1090.50359 (D)(l) C. 1 Bend of down pipe (Without door)359 (i) 75 mm. Dia. Each 380.77359 (ii) 100 mm. Dia. Each 483.08359 (iii) 150 mm. Dia. Each 892.44359 (D)(2) C. 1 Bend of down pipe (With door)359 (i) 75 mm. Dia. Each 455.71359 (ii) 100 mm. Dia. Each 536.61359 (iii) 150 mm. Dia. Each 999.50359 E) C. 1 shoe of down pipe.359 (i) 75 mm. Dia. Each 308.15359 (ii) 100 mm. Dia. Each 356.93359 (iii) 150 mm. Dia. Each 512.88359 10 Supplying, fitting, fixing C.I Grating (Heavy type).

Taking out carefully from shutter existing broken glass

Note:- Add 5% extra for each 6 Mtr. height or part

Filling up cracks with cement morar (1:3) at the junction of Cutting shallow drain on roof for easy passage of rain water Saucer drain upto 150 mm. width in floor and upto 75 mm. Regrading mouth of down pipe for easy out let of rain water Khasia drain of 150 mm. To 225 mm. width in ceement Making kutcha drain upto 450 mm. deep and upto 750 mm Resectioning kutcha drain by mathor labour after removing Supply fitting fixing cast iron down pipes conforming to

Supplying fitting fixing C.I. Specials of down pipes in (A) (1) C. 1 Head or T or T junction (single) of down pipe

(A) (2) C. 1 Head or V or T junction (single) of down pipe,

(B) (1) C. 1 Head or T or T junction (double) of down pipe,

B) (2) C. 1 Head or T or T junction (double) of down pipe,

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359 a) Up to 100 mm Square or 100 mm Dia. Each 65.08359 b) Above 100 mm and upto 150 mm Square or round. Each 112.69359 11359 (i) 76.2 mm Dia. Metre 93.93359 (ii) 101.6 mm Dia. Metre 111.00359 (iii) 152.4 mm Dia. Metre 173.11361 12361 (a) Asbestos cement plain bend shoe of down pipe.361 (i) 76.2mmDia. Each 96.66361 (ii) 101.6 mm Dia. Each 109.79361 (iii) 152.4 mm Dia. Each 162.41361 (b) Asbestos cement slotted vent/ cowl of down pipe.361 (i) 76.2 mm Dia. Each 65.75361 (ii) 101.6 mm Dia. Each 91.91361 (iii) 152.4 mm Dia. Each 127.66361 (c) Asbestos cement cone cap / cowl of down pipe.361 (i) 76.2 mm Dia. Each 71.71361 (ii) 101.6 mm Dia. Each 109.79361 (iii) 152.4 mm Dia. Each 144.23361 13 Metre 7.91361 14 Taking out rain water down pipe. %Metre 559.54361 15 Removing chokage of rain water pipes with split bamboo. %Metre 469.65361 16 Renewing cemented joint of down pipe. Each joini 10.86361 17 Each joini 12.07361 18 Each 136.35363 19

(a) 25 mm. Dia. Metre 223.82363 (b) 32 mm. Dia. Metre 251.89363 (c) 40 mm. Dia. Metre 318.35363 (d) 50 mm. Dia. Metre 378.95363 20363 Metre 1144.91363 (b) 175 mm. Dia. Metre 1255.29363 c) 200 mm. Dia. Metre 1408.23363 ii) Made of 3.17mm steel sheets.363 a) 200 mm. Dia. Metre 1679.73363 b) 225 mm. Dia. Metre 1836.76363 c) 250 mm. Dia. Metre 2031.30363 d) 275 mm. Dia. Metre 2176.55363 e) 300 mm. Dia. Metre 2335.50363 21365365 (i) 75 mm. Dia. Metre 163.12365 (ii) 110 mm. Dia. Metre 260.48365 Metre 559.04365 B) UPVC Fittings:365 a) Plain Tee365 (i) 75 mm. Dia. Nos 106.96365 (ii) 110 mm. Dia. Nos 190.28365 (iii) 160 mm. Dia. Nos 590.04365 b) Plain Y365 Nos 134.33365 Nos 250.88365 Nos 675.69365 c) Bend 87.5 degree

Supplying, fitting, fixing approved quality asbestos cement

Supplying, fitting, fixing-approved quality asbestos cement

Taking out rain water down pipes, removing chokages and

Taking out and refixing C. 1. Grating of down pipe after G.I. Rain water spout 75 mm. Dia. And 600 to 750 mm. Galvanised Iron pipe outlet for water with bevelled end at

Steel chimney supplied, fitted and fixed with necessary cowl (a) 150 mm. Dia.

Supplying, fitting & fixing UPVC pipes A- Type and fittings A) UPVC Pipes: :

(iii) 160 mm. Dia.

(i) 75 mm. Dia.ii) 110 mm. Dia.iii) 160 mm. Dia.

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365 i) 75 mm. Dia. Nos 85.65365 ii) 110 mm. Dia. Nos 152.21365 iii) 160 mm. Dia. Nos 398.45365 d) Shoe365 Nos 78.38365 Nos 117.67365 Nos 348.45

(N) Thatch, Mud and Bamboo Works367 1367 (a) Depth 450 mm. Each 11.78367 (b) Depth 600 mm. Each 14.57367 (c) Depth 750 mm. Each 16.90367 2367 (a) 75 mm. dia bamboo Metre 38.68367 (b) 100 mm. dia bamboo Metre 50.20367 3 Sq.M 182.25367 4367 a) With half old and half new materials Sq.M 124.12367 b) With one fourth old and three-fourth new materials Sq.M 146.56367 5 Sq.M 29.80369 6 Sq.M 53.13369 7 Sq.M 31.92369 8 Rice straw thatching in roof including ridges and hips.369 (a) 150 mm. (pressed) thick Sq.M 188.67369 (b) 225 mm. (pressed) thick Sq.M 231.19369 9369 (a) 150 mm. (pressed) thick Sq.M 82.92369 (b) 225 mm. (pressed) thick Sq.M 123.83369 10 Renewing ridges or hips of thatched roof:369 (a) Excluding jaffry Metre 42.72369 (b) Including new jaffry Metre 73.23369 11369 (Payment to be made on length of ridges or hips)369 (a) With half old and half new materials Metre 41.92369 (b) With entirely new materials Metre 55.65369 12369 (a) Coarse jaffry Sq.M 33.73369 (b) Fine jaffry Sq.M 40.30369 13369 (a) Coarse jaffry Sq.M 22.62371 (b) Fine jaffry Sq.M 25.86371 14 Sq.M 76.86371 15 Sq.M 59.89371 16 Sq.M 56.76371 17 Sq.M 30.50371 18371 (a) In wall fencing etc. Sq.M 85.95371 (b) In ceiling Sq.M 92.72371 19371 (a) In wall fencing etc. Sq.M 54.74371 (b) In ceiling Sq.M 60.80371 20 Sq.M 108.58373 21 Sq.M 65.75373 22 Sq.M 80.60

i) 75 mm. Dia.ii) 110 mm. Dia.ii) 160 mm. Dia.

Fixing of bamboo posts by digging hole in all sorts of soil

Strong bamboo posts, posts plates, rafters, ties etc. fitted

Strong bamboo frame work (for thatched roofing) with 75 Renewing with part old and part new materials bamboo

Repairs to bamboo frame work (of thatched roof consisting Single durma mat lining (over bamboo roof frame) fitted and Renewing single durma mat lining (over bamboo roof

Renewing rice straw thatching in roof with half old and half

Renewing jaffry of ridges or hips of thatched roof fitted and

Split bamboo jaffry in thatched roof, fitted and fixed in

Renewing split bamboo jaffry in thatched roof with half old

Oloo thatching 150 mm.(pressed) thick in roof including Renewing oloo thatching 150 mm. (pressed) thick in roof 75 mm.(pressed) thick oloo thatching over existing Repairing thatching of roof with straw kuchi to stop roof Diagonally woven crushed bamboo mat including durma

Renewing with half old and half new materials diagonally

Bamboo walling made of crushed bamboo or split bamboo Renewing with half old and half new materials bamboo 100 mm. thick dab wall made of bamboo walling (with

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373 23 Cum 216.5424 Sq.M 90.40

373 25373 (a) In walls or floors Sq.M 18.18373 (b) In ceilings Sq.M 18.18373 26 Mud lipping with of cowdung and earth mixture (1:4):373 (a) In walls or floors Sq.M 30.00373 (b) In ceilings Sq.M 47.47373 27373 i) Single durma mat works375 (a) In walls or floors Sq.M 51.51375 (b) In ceilings Sq.M 57.97375 (ii) Double durma mat works375 (a) In walls or floors Sq.M 67.17375 (b) In ceilings Sq.M 90.70375 28375 (i) Single durma mat works375 (a) In walls or floors Sq.M 33.03375 (b) In ceilings Sq.M 39.59375 (ii) Double durma mat works375 (a) In walls or floors Sq.M 53.83375 (b) In ceilings Sq.M 54.44375 29 Sq.M 111.30

30375 (a) Thickness restored 50 to 75 mm. Sq.M 8.79375 Sq.M 12.63375 Sq.M 15.45375 Sq.M 16.26

(O) – Fencing377 1377 (i) Average dia. of the hole 200 mm. to 300 mm.377 Each 152.98377 Each 185.26377 Each 209.76377 Each 23i.O3377377 Each 274.58377 Each 328.69377 Each 370.69377 Each 410.46379 2 Each 15.50379 3 Each 27.83379 4 Each 28.83379 5379 (a) Galvanised wire of 9 to 12 B.W.6. %Mtr. 213.31379 (b) Strand wire (3 to 7 ply) upto 6 mm. dia. %Mtr. 316.64379 (c) Standard wire (3 to 7 ply) above 6 mm. dia %Mtr. 372.19379 (d) Barbed wire %Mtr. 419.96379 6 %Mtr. 2448.64381 %Mtr. 2186.45381 7381 (a) Net upto 1350 mm. height %Mtr. 662.16381 (b) Net above 1350 mm. height %Mtr. 829.92381 8

Thick mud walling made with prepared and weathered earth Ceiling made of bamboo mat of crushed bamboo,split Mud pluster (25 to 37.5) mm. thick with prepared mixture of

Durma mat works strengthened with'split bamboo placed

Renewing with half old half new materials durma mat works

Double durma mat door or window strengthened Restoring scoured surface of mud walls by dabbing with

(b) Thickness restored exceeding 75 mm. but not exceeding (c) Thickness restored exceeding 100 mm. but not (d) Thickness restored exceeding 125 mm. but not

Fixing post of iron or precast concrete by digging hole in the

(a) Depth 450 mm. to 500 mm. [cement 8 kg/No](b) Depth exceeding 500 mm. but not exceeding 600 mm. (c) Depth exceeding 600 mm. but not exceeding 675 mm. (d) Depth exceeding 675 mm. but not exceeding 750 mm. (ii) Average dia. of the hole 300 mm. to 400 mm.(a) Depth 450 mm. to 500 mm. (Cement-14.35 Kg/No.)(b) Depth exceeding 500 mm. but not exceeding 600 mm. (c) Depth exceeding 600 mm. but not exceeding 675 mm. (d) Depth exceeding 675 mm. but not exceeding 750 mm. Petty repairs to top of concrete embedment of fencing post Straightening deformed iron post of fencing carefully without Straightening deformed iron railing of fencing carefully by Labour for fitting line of wire through holes in fencing post

a) Supplying, fitting galvanised 3 ply 12 gauge / 4 points line (b) Supplying, fitting galvanised 2 ply 12 gauge / 2 points Labour for fitting wove wire or similar fencing net tightening

Labour for repairs to snapped line of wire by jointing

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381381 (a) Galvanised wire of 9 to 12 B.W.G. %Mtr. 59.99381 (b) Strand wire (3 to 7 ply) upto 6 mm. dia. %Mtr. 68.88381 (c) Standard wire (3 to 7 ply) above 6 mm. dia %Mtr. 79.99381 (d) Barbed wire %Mtr. 91.10383 9383 (Payment to be made on the length of the replaced bay.)383 (a) Net upto 1350 mm. height %Mtr. 934.35383 (b) Net above 1350 mm. height %Mtr. 1157.66383 10 %Mtr. 59.99383 (Payment to be made on the length of the wire taken out.)383 11 %Mtr. 79.99383 (Payment to be made on the length of the wire taken out.)383 12383 (a) Net upto 1350 mm. height %Mtr. 288.86383 (b) Net above 1350 mm. height %Mtr. 333.30383 13383 (i) 10 mm. dia.383 (a)150mm. Each 43.91383 (b) 200 mm. Each 51.34383 (ii) 12 mm. dia.383 (a) 200 mm. Each 70.98385 (b) 250 mm. Each 77.53385 (c) 300 mm. Each 84.07385 (iii) 16 mm. dia.385 (a) 250 mm. Each 104.29385 (b) 300 mm. Each 110.83385 14 Supplying galvanised staples fitted and fixed complete.385 (a) 19 mm. to 25. mm. size %Nos 174.99385 (b) 32.5 mm. to 37.5 mm. size %Nos 240.53385 (c) 44 mm..to 50 mm. size %Nos 305.53385 15 Mtr. 31.61385 16 Mtr. 27.44385 17 25.44385 18 Mtr. 370.80385387 19 Mtr. 644.39387387 20 Sq. M 160.98387 21387 The rate is exclusive of the cost of posts)387 (1) 50 mm. x50mm. x8g. Sq. M 433.29387 II) 65 mm. x 65 mm. x 8 g. Sq. M 393.29387 Ill) 75 mm. x 75 mm. x 8 g. Sq. M 342.08387 IV) 75 mm. x 75 mm. x 6 g. Sq. M 446.96387 V) 100 mm. x 100 mm. x 6 g. Sq. M 411.96387 VI) 25 mm. x 25 mm. x 12 g. Sq. M 376.96387 VII) 12.5 mm. x 12.5m. x 12 g. Sq. M 576.39389 22389 (a) 25 mm. x 25 mm. x 8 g. Sq.M 737.59389 (b) 25 mm. x 50 mm. x 8 g. Sq. M 561.50389 (c) 50 mm. x 50 mm. x 8 g. Sq.M 456.51389 (d) 75 mm. x 75 mm. x 8 g. Sq.M 386.52389 (e) 75 mm. x 25 mm. x 8 g. Sq.M 526.50389 23 Mtr. 411.53

(Payment to be made on the length of the portion of wire

Labour for replacement of damaged or broken portion of

Labour for taking out (from fencing) line of wire (galvanised,

Labour for taking out (from fencing) line of wire (galvanised,

Labour for taking out wove wire or similar net (from fencing)

Supplying galvanised straining bolts (with eye at one end

Supplying 7 ply galvanised strand wire 19 gauge fitted and Supplying 6 ply galvanised strand wire 19 gauge fitted and Taking out bulged out wire netting fitted and fixed in window Sq. MDouble knotted wove wire 1.2 m. height (11 bars), vertical payment to be made on the length of the finished netting Double kontted wove wire 2.1 m height (17 bars) vertical (payment to be made on the length of the finished netting Supplying, fitting, fixing G.I chain link fencing 75 mm x 75 Supplying, fitting, fixing. Chain link fencing of approved

Supplying, fitting, fixing in position netting with PVC Coate

Supplying fitting and fixing 600 mm (+/- 30 mm) diametre

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389 24389 %Mtr. 141.10389 %Mtr. 174.43389 %Mtr. 205.54389 d) Barbed wire %Mtr. 211.09391 25 Each 390.63

(P) – Soling, Edging Metalling393 1393 (a) Single brick flat soling (thickness 75 mm.) Sq.M 251.81393 (b) Double brick flat soling (thickness 150 mm.) Sq.M 490.96393 Sq.M 656.20393 Sq.M 664.38393 Sq.M 419.66393 Sq.M 423.29393 Sq.M 6.70393 Sq.M 13.38393 2393395 (a) Single brick flat soling (thickness 75 mm) %Sq.M 2225.03395 (b) Double brick flat soling (thickness 75 mm. plus 75 mm) %Sq.M 3338.05395 %Sq.M 3914.76395 %Sq.M 4561.16395 %Sq.M 3338.05395 %Sq.M 3777.40395 3395 (a) Brick-on-edge edging (125 mm) depth. %Metre 3394.61395 (b) Brick-on-end edging (250 mm) depth. %Metre 6589.24395 4395 (a) Brick-on-edge edging (125 mm) depth. %Metre 466.62395 (b) Brick-on-end edging (250 mm) depth. %Metre 734.27397 5 %Sq.M 392.89397 6397 (a) Single flat soling %Sq.M 607.01397 (b) Double flat soling %Sq.M 892.84397 7 %Metre 410.06397 8 %Sq.M 1070.60397 9 %Sq.M 2142.21397 10 Cum 241.59397 11 %Metre 5316.64399 12399 %Metre 860.52399 %Metre 1223.11399 13399 %Metre 1160.00399 %Metre 1718.00399 14 Metre 37.77399 15 Metre 75.55399 16399 150mm boulder soling Sq.M 13.43

(Q) – Maintenance of Statues and Monuments.401 1 Metre 22.56401 2 Sqm 17.25401 3 Sqm 13.69

Labour for fitting line of wire to posts, tightening by straining a) Galvanised wire 9 to 12 BWGb) Strand wire (3 to 7 ply) upto 6 mm diac) Strand wire (3 to 7 ply) above 6 mm dia

Supplying at site or stackyard or as directed PCC (1 : 2 :4)

Brick soling with picked jhama bricks including preparation

(c) Soling or dry pavement with one brick-on-edge on a (d) Soling or dry pavement with one brick-on-edge laid in (e) Soling or dry pavement with one brick-on-edge (f) Soling or dry pavement with one brick-on-edge laid in herring (g) Extra rate for using local sand inlieu of powered earth in (h) Extra rate for using local sand inlieu of powered earth in Labour for laying soiling with departmental bricks including The item, included the cost of obtaining local sand or

(c) Soling with one brick-on-edge on a layer of brick flat (d) Soling or dry pavement with one brick-on-edge laid in (e) Soling or dry pavement with one brick thickness (125 /f) Soling (125 mm thick) or dry pavement with one brick-on-Brick edging 75 mm wide with picked jhama bricks, laid true

.abour for laying brick edging (75 mm wide) with

Labour for taking out old brick-on-edge edging including Labour for taking out old soling edging including removing

Labour for taking out brick-on-end edging including Labour for taking out brick- on-edge of herring bone bond Labour for taking out brick -on-edge of herring bone bond Supplying cinder including throwing spreading rough Ornamental brick edging (75 mm wide) in compound roads, Labour for laying stone edging with departmental stone (a) 100 mm wide and 125 mm deep edging with stone sets (b) 100 mm wide and 250 mm deep edging with stone sets Labour for taking out carefully existing stone edging, (a) 100 mm. wide and 125 mm. deep edging with stone sets (b) 100 mm. wide and 250 mm. deep edging with stone sets Relaying disturbed kerb stone on new lime concrete (18 : Relaying disturbed channel stone on new lime concrete Labour for taking out soling from road and stacking the

Filling up the joints of marble or granite stone etc. of statues Cleaning and removing stains as far as possible from Cleaning and removing stains as far as possible from

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401 4 Sqm 8.18401 5 L.S. 24511.69401 6 L.S. 6603.38

( R ) - Aluminium Works.403 1403 (A) In 10-12 Micron thickness Annodizing film403 1) Natural white403 a) 2- track sliding window403 i) Bottom frame Metre 254.52403 ii) Top and side frame. Metre 227.25403 b) 3- track sliding window403 i) Bottom frame Metre 362.59403 ii) Top and side frame. Metre 314.11403 c) 4-track sliding window403 i) Bottom frame Metre 437.33403 ii) Top and side frame. Metre 377.74403 d) Shutter for all track sliding window.403 i) Bottom & Top member. Metre 137.36403 ii) Style side member. Metre 139.38403 Hi) Interlock member. Metre 173.72403 e) Casement window (40 mm Depth series)403 i) Outer frame. Metre 182.81403 ii) Mullion. Metre 260.58405 iii) Shutter. Metre 180.79405 iv) Glazing clip. Metre 48.48405 v) Cleate angle. (Non-annodized) Metre 311.08405 f) Casement window (34 mm Depth series)405 i) Outer frame. Metre 154.53405 ii) Mullion. Metre 226.24405 iii) Shutter. Metre 132.71405 iv) Glazing clip. Metre 51.51405 v) Cleate angle. (Non-annodized) Metre 311.08405 g) Fixed glazing.405 i) Top and bottom & side member. Metre 377.74405 ii) Mullion. Metre 398.95405 iii) Glazing clip. Metre 49.49405 h) Lowered window.405 i) Top, bottom and side member. Metre 216.14405 ii) Louvered Section. Metre 772.65405 ii) Cleat angle (Non-annodized). Metre 311.08405

I) Top, bottom & side member. Metre 377.74405 ii) Intermediate member. Metre 398.95405 iii) Glazing clip. Metre 49.49407407 i) Top, bottom & side member. Metre 543.38407 ii) Intermediate member. Metre 564.59407 iii) Glazing clip. Metre 45.05407 k) Movable door shutter.407 i) Door frame. (Top & sides). Metre 371.68407 ii) Shutter:407 Top rail. Metre 357.54407 Bottom rail. Metre 528.94407 Lock rail Metre 442.38

Cleaning and removing stains as far as possible from Hire and labour charges for high scaffolding all round Hire and labour charges for high scaffolding all round

Supplying profiles of required section made of Aluminium

i) Fixed partitions.(Unsupported length of vertical

j) Fixed partitions. (Unsupported length of vertical member

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407 Door vertical. Metre 390.87407 Glazing cleap. Metre 49.49407 I) Rimless door.407 i) Top & bottom rail. Metre 954.45407 ii) Coloured407 a) 2- track sliding window407 i) Bottom frame Metre 279.77407 ii) Top and side frame. Metre 250.48407 b) 3-track sliding window407 i) Bottom frame Metre 402.99407 i) Top and side frame. Metre 351.48409 c) 4-track sliding window409 i) Bottom frame Metre 473.69409 ii) Top and side frame. Metre 418.14409 d) Shutter for all track sliding window.409 i) Bottom & Top member. Metre 150.49409 ii) Style side member. Metre 148.47409 iii) Interlock member. Metre 186.85409 e) Casement window (40 mm Depth series)409 i) Outer frame. Metre 198.97409 ii) Mullion. Metre 275.73409 iii) Shutter. Metre 193.92409 iv) Glazing clip. Metre 54.54409 v) Cleate angle. (Non-annodized) Metre 311.08409 f) Casement window (34 mm Depth series)409 i) Outer frame. Metre 170.69409 ii) Mullion. Metre 243.41409 iii) Shutter. Metre 167.66409 iv) Glazing clip. Metre 58.58409 v) Cleat angle. (Non-annodized) Metre 311.08409 g) Fixed Glazing.409 i) Top, bottom & side member. Metre 390.87409 ii) Mullion. Metre 416.12409 iii) Glazing clip. Metre 54.54411 h) Louvered window.411 i) Top, bottom and side member. Metre 225.23411 ii) Louvered Section. Metre 786.79411 iii) Cleat angle ( Non-annodized). Metre 311.08411411 i) Top, bottom & side member. Metre 390.87411 ii) Intermediate member. Metre 416.12411 iii) Glazing clip. Metre 54.54411411 I) Top, bottom & side member. Metre 562.57411 ii) Intermediate member. Metre 584.79411 iii) Glazing clip. Metre 54.54411 k) Movable door shutter.411 i) Door frame. (Top & sides). Metre 371.68411 ii) Shutter:411 Top rail. Metre 371.68411 bottom rail. Metre 568.63411 Lock rail Metre 466.62411 3oor vertical. Metre 408.04411 Glazing clip. Metre 54.54413 1) Rimless door.

i) Fixed partitions. [Unsupported length of vertical member

j) Fixed partitions. [Unsupported length of vertical member

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413 i) Top & bottom rail. Metre 976.67413 (B) 15 Micron colour annodizing.413 a) 2-track sliding window413 i) Bottom frame Metre 290.38413 ii) Top and side frame. Metre 260.58413 b) 3-track sliding window413 i) Bottom frame Metre 419.15413 ii) Top and side frame. Metre 365.52413 c) 4- track sliding window413 i) Bottom frame Metre 502.98413 ii) Top and side frame. Metre 434.30413 d) Shutter for all track sliding window.413 i) Bottom & Top member. Metre 156.55413 ii) Style side member. Metre 152.51413 iii) Interlock member. Metre 191.90413 e) Casement window (40 mm Depth series)413 i) Outer frame. Metre 205.03413 ii) Mullion. Metre 281.79413 iii) Shutter. Metre 198.97413 iv) Glazing clip. Metre 57.57413 v) Cleate angle. (Non-annodized) Metre 311.08413 f) Casement window (34 mm Depth series)415 i) Outer frame. Metre 176.75415 ii) Mullion. Metre 250.48415 iii) Shutter. Metre 173.72415 iv) Glazing clip. Metre 61.61415 v) Cleat angle. (Non-annodized) Metre 311.08415 g) Fixed glazing.415 I) Top, bottom and side member. Metre 395.92415 ii) Mullion. Metre 422.18415 iii) Glazing clip. Metre 57.57415 h) Louvered window.415 I) Top, bottom and side member. Metre 228.26415 ii) Louvered Section. Metre 795.88.415 iii) Cleat angle (Non-annodized). Metre 311.08415415 I) Top, bottom & side member. Metre 395.92415 I) Intermediate member. Metre 422.18415 ii) Glazing clip. Metre 57.57415415 I) Top, bottom & side member. Metre 570.65415 ii) Intermediate member. Metre 593.88417 iii) Glazing clip. Metre 57.57417 k) Movable door shutter.417 i) Door frame. (Top & sides). Metre 371.68417 ii) Shutter:417 Top rail. Metre 376.73417 Bottom rail. Metre 575.70417 Lock rail Metre 472.68417 Door vertical. Metre 415.11417 Glazing clip. Metre 57.57417 1) Rimless door.417 i) Top & bottom rail. Metre 985.76417 2419

I) Fixed partitions. Unsupported length of vertical member

j) Fixed partitions. Unsupported length of vertical member

Labour charge for fabrication and installation of composite (A) Glazed aluminium sliding windows made of extruded

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419 i) 2 track sliding window. Sq.M 471.77419 ii) 3/4 track sliding window. Sq.M 641.96419 iii) Openable / Casement window. Sq.M 763.36419 iv) Fixed glazzing. Sq.M 523.58419 v) Louvered window. Sq.M 499.75419 R.M. 174.93421 Sq.M 948.29423 Sq.M 1085.75423

1) For partitions using section of size:423 a) 63.50 mm x 38.10 mm Sq.M 566.41423 b) 101.50mm x 44.45 mm Sq.M 701.45425

i) Upto 4th Floor Rs.12.00 per Sq.mii) Above 4th Floor Rs.16.00 per Sq.m

425 3 Each 2043.23425 4 Pair 350.98425 5425 (a) 200 mm long Each 72.11425 (b) 250 mm long Each 78.07425 c) 300 mm long Each 86.56425 d) 450 mm long Each 193.52425 6 Each 14.44425 7 Supplying maruti lock (100mm) Pair 55.25425 8425 I) For sliding windows425 a) T shaped EPDM gasket for frames. Metre 12.02425 b) 'U' shaped EPDM gasket for frames. Metre 14.42425 ii) For openable / Casement windows425 a) EPDM / weather gasket for outer frame and mullion. Metre 14.42425 iii) weather gasket / wool pile for door vertical. Metre 18.03427 9427 i) 4mm thick clear glass. Sq.M 461.97427 ii) 4mm thick coloured / tinted / smoke glass. Sq.M 542.98427 iii) 5mm thick clear glass. Sq.M 604.38427 iv) 5mm thick coloured / tinted / smoke glass. Sq.M 681.14427 v) 6mm thick clear glass. Sq.M 709.02427 vi) 6mm thick coloured / tinted / smoke glass! Sq.M 774.67427 vii) 8mm thick clear glass. Sq.M 993.74427 viii) 8mm thick coloured/tinted/smoke glass. Sq.M 1060.80427 ix) 10mm thick clear glass. Sq.M 1278.46427 x) 10 mm thick coloured / tinted / smoke glass. Sq.M 1344.82427 xi) 12mm thick clear glass. Sq.M 1454.40427 xii) 12mm thick coloured / tinted / smoke glass. Sq.M 2163.42427 Sq.M 3842.44427 Sq.M 4886.48427 10427 a) 250 mm long Each 223.51427 b) 300 mm long Each 261.99427 11 Each 43.23429 12429 i) 150 mm. Each 385.82429 ii) 100 mm. Each 230.79429 iii) 75 mm. Each 156.25429 13 Each 744.88

vi) Add for special architectural feature, where members / (B) Partly glazed partly panelled or fully glazed single leaf (C) Fully glazed singleleaf reamless swing door made of The rate includes the hire charge of all tools and plants,

Note: Add extra for each Addl. Floor over the rate of item 2A,

Supplying heavy duty hydraulic double action floor spring Supplying heavy duty top pin/set of pivots of local make and Supplying concealed type heavy duty PVC headed

Supplying PVC rollers for sliding windows as per direction

Supplying EPDM gusket of approved make and brand as

Supplying bubble free float glass of approved make and

xiii) 12mm thick cleared toughened glass coforming to IS: xiv) 12mm thick coloured / tinted / toughened glass Supplying stainless steel functional hinge for casement

Supplying annodized aluminium extruded section box hinge Supplying 4 lever mortice lock of any approved make and

(A) Supplying Aluminium casted body hydraulic door closer

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429429 (a) Natural Colour Each Set 170.69429 (b) Colour Each Set 189.88429 Each 69.69429 Each Set 67.27429 Each 62.52429 F) Supplying Zinc powered coated star lock (Natural White) Each 48.08429

(S) – Well for Water Supply.431 1431 A) R.C.C. Ring Well

431 a) Upto 3 metre below G.L. Metre 454.77b) Beyond 3 metre upto 6 metre below G.L. Metre 484.77

431 c) Beyond 6 metre upto 9 metre below G.L. Metre 534.02431 d) Beyond 9 metre upto 12 metre below G.L. Metre 613.64431 e) Beyond 12 metre upto 15 metre below G.L. Metre 662.90431 f) Beyond 15 metre upto 18 metre below G.L. Metre 762.15431431 a) Upto 3 metre below G.L Metre 581.79431 b) Beyond 3 metre upto 6 metre below G.L. Metre 611.42431 c) Beyond 6 metre upto 9 metre below G.L. Metre 661.05431 d) Beyond 9 metre upto 12 metre below G.L. Metre 710.67431 e) Beyond 12 metre upto 15 metre below G.L. Metre 789.92433 f) Beyond 15 metre upto 18 metre below G.L. Metre 869.54433433 a) Upto 3 metre below G.L. Metre 935.83433 b) Beyond 3 metre upto 6 metre below G.L Metre 965.83433 c) Beyond 6 metre upto 9 metre below G.L. Metre 1015.45433 d) Beyond 9 metre upto 12 metre below G.L. Metre 1094.71433 e) Beyond 12 metre upto 15 metre below G.L. Metre 1173.96433 f) Beyond 15 metre upto 18 metre below G.L. Metre 1213.58433 B) Masonry Steining Well

433 a) Upto 3 metre below G.L. Metre 730.30433 b) Beyond 3 metre upto 6 metre below G.L. Metre 759.92433 c) Beyond 6 metre upto 9 metre below G.L Metre 859.17433 d) Beyond 9 metre upto 12 metre below G.L. Metre 938.42433 e) Beyond 12 metre upto 15 metre below G.L. Metre 1037.67433 f) Beyond 15 metre upto 18 metre below G.L. Metre 1116.93433435 a) Upto 3 metre below G.L Metre 831.77435 b) Beyond 3 metre upto 6 metre below G.L. Metre 911.02435 c) Beyond 6 metre upto 9 metre below G.L. Metre 1010.27

d) Beyond 9 metre upto 12 metre below G.L. Metre 1109.52435 e) Beyond 12 metre upto 15 metre below G.L. Metre 1188.77

f) Beyond 15 metre upto 18 metre below G.L. Metre 1268.02435

a) Upto 3 metre below G.L. Metre 903.61435 b) Beyond 3 metre upto 6 metre below G.L Metre 933.24435 c) Beyond 6 metre upto 9 metre below G.L. Metre 1012.49435 d) Beyond 9 metre upto 12 metre below G.L. Metre 1092.11435 e) Beyond 12 metre upto 15 metre below G.L. Metre 1190.99435 f) Beyond 15 metre upto 18 metre below G.L. Metre 1270.61

(B) Supplying 125 mm. Dia acrylic handle for aluminium

C) Supplying Heavy Duty Aluminium Handle (EBCO Type) D) Supplying Aluminium casted body Hinge (KOBRA type). E) Supplying 250mm long Heavy Type Aluminium window

Note:- For Colour anodizing rate of item

Digging earth in any soil including mixed soil but excluding

i) 1.2 metre diameter of digging for 0.9 metre internal

ii) 1.5 metre diameter of digging for 1.2 metre internal

iii) 1.8 metre diameter of digging for 1.5 metre interna

i) 2.1 metre diameter of digging for 1.2 metre internal

ii) 2.4 metre diameter of digging for 1.5 metre internal

iii) 2.7 metre diameter of digging for 1.8 metre internal

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435 Metre 1005.08a) Upto 3 metre below G.L.

435 b) Beyond 3 metre upto 6 metre below G.L. Metre 1034.71435 c) Beyond 6 metre upto 9 metre below G.L. Metre 1114.33435 d) Beyond 9 metre upto 12 metre below G.L. Metre 1193.58435 e) Beyond 12 metre upto 15 metre below G.L. Metre 1292.83435 f) Beyond 15 metre upto 18 metre below G.L. Metre 1372.09435

a) Upto 3 metre below G.L. Metre 1279.13435 b) Beyond 3 metre upto 6 metre below G.L. Metre 1308.76435 c) Beyond 6 metre upto 9 metre below G.L. Metre 1388.38437 d) Beyond 9 metre upto 12 metre below G.L Metre 1467.63437 e) Beyond 12 metre upto 15 metre below G.L. Metre 1566.51437 f) Beyond 15 metre upto 18 metre below G.L. Metre 1646.13437

a) Upto 3 metre below G.L. Metre 1440.97437 b) Beyond 3 metre upto 6 metre below G.L. Metre 1500.22437 c) Beyond 6 metre upto 9 metre below G.L. Metre 1599.47437 d) Beyond 9 metre upto 12 metre below G.L. Metre 1678.72437 e) Beyond 12 metre upto 15 metre below G.L. Metre 1777.97437 f) Beyond 15 metre upto 18 metre below G.L. Metre 1857.22437437 a) Upto 3 metre below G.L. Metre 1582.80437 b) Beyond 3 metre upto 6 metre below G.L. Metre 1642.43437 c) Beyond 6 metre upto 9 metre below G.L. Metre 1741.31437 d) Beyond 9 metre upto 12 metre below G.L Metre 1820.93437 e) Beyond 12 metre upto 15 metre below G.L. Metre 1900.18437 f) Beyond 15 metre upto 18 metre below G.L. Metre 1979.43437 N.B.

437439439 i) 5% extra for cutting moorum439439439439 2439 a) 65 mm thick and 0.9 metre internal dia. Metre 2263.80439 cement for joint filling-4 kg/meter439 b) 65 mm thick and 1.2 metre internal dia. Metre 2875.40439 Cement for joint filling-6 Kg/m439 c) 75 mm thick and 1.5 metre internal dia. Metre 3963.30439 Cement for joint filling-8Kg/m439 3 Each 432.08439 4439 a) 0 metre to 6 metre depth. Cum 4625.94439 b) above 6 metre to 9 metre depth. Cum 4693.26441 c) above 9 metre to 12 metre depth. Cum 4710.20

d) above 12 metre to 15 metre depth. 4726.92441 e) above 15 metre to 18 metre depth. Cum 4764.65441 f) above 18 metre up to any depth. Cum 4781.37441 5441 (i) Well depth 9 metre to 12 metre441 (a) Dia of well 0.9 m to 1.2 m Each 327.80441 (b) Dia of well 1.3 m to 1.5 m Each 432.30

iv) 3.0 metre diameter of digging for 2.1 metre internal

v) 3.6 metre diameter of digging for 2.4 metre internal

vi) 4.2 metre diameter of digging for 3.0 metre interna

vii) 4.8 metre diameter of digging for 3.6 metre internal

a) Extra 10% per metre for work beyond the initial depth of b) For well done by sinking process 30% extra over the ( c ) Extra rock cutting over the corresponding rate for

ii) 100 % extra in Laterite rock or sand stone cutting with chisel iii) 200 % extra in hard rock requiring blasting including cost of iv) 300 % extra in hard rock in built up areas using chisel, R.C.C. Well ring made with cement concrete 1:1.5:3 with

Supplying and fitting fixing in position 15 cm Dia. C.I. Pully 1st class brick work for steining wall of well in cement

Taking out and removing silt from the bottom of well after

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441 c) Dia of well 1.6 m to 1.8 m Each 599.50441 d) Dia of well 1.9 m to 2.1 m Each 768.90441 e) Dia of well 2.2 m to 2.4 m Each 936.10441 f) Dia of well 2.5 m to 2.75 m Each 960.30441 g) Dia of well 2.85 m to 3 m Each 1296.90441 h) Dia of well 3.6 m Each 1464.10441441 a) Dia of well 0.9 m to 1.2 m Each 372.90441 b) Dia of well 1.3 m to 1.5 m Each 476.30441 c) Dia of well 1.6 m to 1.8 m Each 812.90441 d) Dia of well 1.9 m to 2.1 m Each 982.30443 (e) Dia of well 2.2 m to 2.4 m Each 1149.50443 (f) Dia of well 2.5 m to 2.75 m Each 1149.50443 (g) Dia of well 2.85 m to 3 m Each 1486.10443 (h) Dia of well 3.6 m Each 1655.50443 6443 (a) Dia of well 0.9 m to 1.2 m Metre 339.90443 (b) Dia of well 1.3 m to 1.5 m Metre 508.20443 (c) Dia of well 1.6 m to 1.8 m Metre 695.20443443 7443 (a) 90 cm dia (internal) Metre 160.60443 cement for joint filling-4 kg/meter443 (b) 120 cm dia (internal) Metre 203.50443 Cement for joint filling-6 Kg/m443 (c) 150 cm dia (internal) Metre 288.20443 Cement for joint filling-8Kg/m

(T) – Miscellaneous works445 1 Each 76.99445 (Cement-1 kg/No.}445 2 Each 35.22445 3 Each 22.22445 4 %Mtr. 1099.89445 (cement-69 Kg/100 m)445 5 445445 (a) Block size 250 x 125 x 75 mm. thick Block 63.83445 (Cement-1.85 Kg/No.)445 (b) Block size 250x125x150 mm. thick Block 75.83445 (Cefnent-2.5Kg/No.447447 Block 83.66447 Block 102.99447 Brick 31.55447447 (i) In stretcher course (Cement-0.75 Kg/No.) Brick 27.28447 (ii) In header course- (Cement-1.0 Kg/No.) Brick 29.16447 Brick 23.83447 6447 Each 233.31449 Each 292.75449 Each 251.09449 Each 352.19449 7

ii) Wells of depth above 12 metre but not exceeding 18

Removing and cleaning hard scum and silt from the bottom

(Mode of measurement:- Payment to be made per metre Sinking Precast R.C. well ring made with cement concrete

Number plaque of building (plaque size up to 225 mm x 225

Petty repairs to number-plaque of building including Repainting the letters and the number of number plaque of Repairing crack in wall by cement grouting (1 : 2) including

(A) Stitching crack in brick wall by carefully cutting out face (i) With plain cement concrete btocks(1:1.5:3) with stone

(ii) With reinforced cement concrete blocks (1:1.5:3) with (a) Block size 250 x 125 x 75 mm. thick (Cement-1.85 (b) Block size 250 x 125 x 150 mm. thick (Cement-2.5 (B) Stitching crack in brick wall by carefully cutting out face (C) Renewing weathered face brick including taking

(iii) In header course with the new brick projecting 62 Renewing ornamental baluster (Balustrade) as per design (a) With baluster of burnt clay (floral or intricate pattern of (b) With baluster of plain cement concrete with (1:1 ½ :3) (c) With baluster of plain cement concrete with jhama chips (d) With baluster of cement concrete (1:1 ½ :3) with stone Vertical sleeve joint in wall etc. or horizontal joint in floor

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449 (Payment to be made on length of rope caulking)449 (a) With 10 mm. dia rope Mtr. 36.22449 (b) With 12 mm. dia rope Mtr. 40.33449 (c) With 16 mm. dia rope Mtr. 44.33449 (d) With 19 mm. dia rope Mtr. 49.77449 8 Mtr. 348.52451 9 Cum 51498.18451 10451 Each 38.22451 Each 44.16451 Each 123.10

451 11 Sq. M 21.24451 12 Each 4781.74451 13 Each 3093.02453 14 Each 2046.46453 15 Each 3702.96453 16 Each 2487.53453 17 2495.31453 18 Each 579.94453 19 Each 89.44453 20 Each 4736.19453455 21 Cum 43.77455455 22455 (a) C.I. ventilator of 5 mm. thick455 (i) Upto 0.10 sq.m. area Each 65.99455 (ii) Above 0.10 sq.m. area Each 77.99455 (b) R.C.C ventilator of 20 mm. thick455 (i) Upto 0.10 sq.m. area Each 89.88455 (ii) Above 0.10 sq.m. area Each 113.66455 23 Bailing or pumping out water from foundation trenches. %Cum 1546.51455457457 24 %Cum 773.26457 25 %Cum 1647.61457 26457 (Payment to be made on length of wall)457 Mtr. 643.05457 Mtr. 776.37457 Mtr. 958.46459 27 Mtr. 38.00459 28 Mtr. 25.78459 29 Each 3059.69459459 Each 718.82459 Each 991.01459 30 Each 239.20459 31 Each 173.76461 32461461 (a) One brick flat pavement. (Cement-1.4 Kg/Sq.M) Sq. M 313.19461 (b) One brick-on-edge pavement. (Cement-10.7 Kg/Sq.M) Sq. M 549.61461 Sq. M 556.94

Expansion joint in floor roof etc. formed with V strips made Bituminous filler of approved type in expansion joints of Uprooting and removing plants from the surface of walls (a) Small plant of girth of exposed stem upto 75 mm. lift (b) Medium size plant of girth of exposed stem above 75 (c) Large plant of girth of exposed stem above 150 mm. but Note : For lift beyond initial 6 mtr. the rate will be increased Removing scum form the bottom floor of service latrine Constructing brick chulla with 1st class brick in lime mortar Constructing brick chulla with 1st class brick in ime mortar Constructing brick chulla with 1st class brick in lime mortar Reconstructing brick chulla with ½ old and ½ new 1st class Reconstructing brick chulla with ½ old and ½ new 1st Renewing iron grating with 19 mm M.S rod @ 5 cm centers of Sq.MoRenewing C.I boxes of chulla 375 x 375 x 300 mm including Lifting up bodily (1.5 x 0.9 x 0.9) meters wooden work Extra for high scaffolding in water tower for repairing NOTE : Height of the bottom of the tank not less than Labour for propping up overhead members as a (Payment to be made on volume measurement considering Supplying fitting approved type ventilator in position after

This item should be executed on the specific direction of the (Payment if permitted, will be made on the quantify of water Pumping out water from ponds or tanks (Payment If Extra over the corresponding item of earth work for Bamboo pile walling made of 65 mm to 75 mm dia. Bamboo

(a) With bamboos of length between 1.20 m. and 1.80 m. (b) With bamboos of length above 1.80 m. and up to 2.40 to (c) With bamboos of length above 2.40 m. and up to 3.00 m. Renewing bamboo piles 75 mm dia including driving upto Half bamboo runners (made from 75 mm dia stout bamboo) (a) Brick gabion 1.50 m.internal diameter and 1.20m. high (b) Mending good damages to brick gabions (with old (i) When less than half gabion has to be restored. (ii) When more than half the gabion has to be restored. (Cement- 50 Kg/No)Making gabions from old tar or bitumen drums after cutting Making gabions from old tar or bitumen drums after cutting Brick pavement with 1 st class-or, picked jhama bricks as (i) When laid with a cushion of sand below (including cost

(c) One brick-on-edge pavement in herring bone pattern.

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461461 (a) One brick flat pavement. (Cement-6.4 Kg/Sq.M) Sq. M 375.19461 (b) One brick-on-edge pavement. (Cement-15 Kg/Sq.M) Sq. M 606.27461 Sq. M 616.27461 33463 (a) Vertical kerb stone. (Cement-1.25 Kg/M) Mtr. 24.08463 (b) Flat channel stone. (Cement-1.75 Kg/M) Mtr. 36.89463 34 %Mtr. 405.52463463 35463463 (i) Railing with 4 rows. Mtr. 57.77463 (ii) Railing with 3 rows. Mtr. 50.66463463 (i) Railing with 4 rows. Mtr. 48.00465 (ii) Railing with 3 rows. - - Mtr. 40.22465 36465465 (i) Railing with 4 rows. Mtr. 72.49465 (ii) Railing with 3 rows. Mtr. 61.27465 37 Mtr. 13.78467 38 Mtr. 17.00467 39 Each 46.22467 40 Each 106.66467 41 Sq. M 233.50469 42 Set 5206.15469 43 Each 10.53469 44 Each 36.95469 45 Each 569.94469 46 Each 419.96471 47471 (i) 600 mm. x 450 mm. size of board. Each 497.62471 (ii) 900 mm. x 600 mm. size of board. Each 870.02471 48 Each 9.44471 49 %Cum 5116.16471 50 Sq. M 106.10473 51473473 a) 3.90 metre height Each 333.30473 b) Extra for additional 3.6 height or part thereof Each 305.53473 52473 a) Made of cement concrete 1:3:6 with jhama chips Each 240.37473 b) Made of cement concrete 1:3:6 with stone chips or gravel Each 282.03473 53475 Each 32.44475 b) With carriage beyond 150 metre and upto 3.00 Km Each 34.83475 c) With carriage beyond 3.00 Km and upto 8.00 Km Each 37.16475 54 Each 18.89475 55 Each 298.42475 56475 Each 32.44475 b) With carriage beyond 150 metre and upto 3.00 Km Each 34.83475 c) With carriage beyond 3.00 Km and upto 8.00 Km Each 37.16477 57477 a) One coat Each 33.16

(ii) When laid with cement mortar (1:6) on the under side as

(c) One brick-on-edge pavement in herring bone pattern. Taking out stone slabs of flat V-shaped drain of road side

Renewing cement pointing (1:2) in joints of flat V-shaped (Payment to be made on length of drain pointed i.e. kerb Hire and labour charges for 75 mm dia bamboo railing on (a) 75mm. dia bamboo railing & 125mm. dia

(b) 75mm, dia bamboo railing & 100mm. dia bamboo posts

Hire and labour charges for 100 mm dia bamboo railing on (a) 100 mm. dia bamboo railing and 150 mm. dia.

Hire and labour charges for coir rope fencing 25 mm dia Hire and labour charges for coloured and twisted cloth rope Labour for fitting and fixing special type M.S clamp with Labour charges for fitting and fixing flag up to 1.80 m x 1.20 Hire and labour charges for erecting temporary latrine and Hire and labour for erecting new thick canvas shade 6.10 m Supplying on hire "Garden" chairs during function and Supplying on hire basis cushioned chairs for VIPs arranging Hire and labour charges for providing "Drop Gate" with 15 Labour charge for hoisting and fitting, fixing drop gate Supplying sign-board made of 25 mm thick sal plank and

Projection of individual brick 12.5 cm x 7.5 cm x 6.5 cm to Cleaning and removing conservancy garbage mixed with 7.5 cm. thick compacted lime concrete with moorum and Making one set of scaffolding only for replacing glass (This item should be executed only after prior approval of

Supplying (in bulk) at depots as directed boundary pillars

Fitting and fixing boundary pillar in correct position as a) With carriage upto 150 metre (When the pillar are

White wash or colour wash to boundary pillar and painting Supplying (in bulk), at depots as instructed R.C.guard posts Fitting and fixing guard post in correct position as directed, a) With carriage upto 150 metre (When the pillar are

Painting guard post with horizontal alternate bands n

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477 b) Two coats Each 40.89477 58477 Length of each band ranging between 0.75 m. and 1.2 m.)477 a) One coat Each 39.22477 b) Two coats Each 55.38477 59477 a) Size 2 cm. to 2.5 cm. Each 5.06477 b) Size above 2.5 cm. and upto 4 cm. Each 7.39477 c) Size above 4 cm. and upto 5 cm. Each 8.55477 d) Size above 5 cm. and upto 7.5 cm. Each 9.72477 e) Size above 7.5 cm. and upto 10 cm. Each 10.89477 f) Size above 10 cm. and upto 12.5 cm. Each 12.05477 g) Size above 12.5 cm. and upto 15 cm. Each 13.28477 h) Size above 15 cm. and upto 20 cm. Each 14.44477479479 60 Cu.M. 1969.25479 61 Sq.m.479 62 Sq.m.479 63479479 a) Brick on edge edging (125 mm. depth) Mtr.479 b) Brick on edge edging (250 mm. depth) Mtr.479 64 Mtr. 4.47481 65481 Mtr. 6.69481 Mtr. 4.47481 Mtr. 4.47481 66481481 (a) 100 mm thick pavement Sq.m. 41.55481 (b) 125 mm thick pavement. Sq.m. 46.66

481 (a) 100 mm thick pavement Sq.m. 39.66481 (b) 125 mm thick pavement. Sq.m. 45.66481 67 Each 86.99483 68 Sq.m. 6.84

Painting the vertical end faces and the inside face of pillar

Painting block letters or digits in Black Japan or any

NB. (a) The above rates will be enhanced by 100% the (b) 25% extra for painting the letters of K.M. Post and M Supplying Surki, shifting and spreading the same as Labour for laying 150 mm to 200 mm boulder soling Do - - Do - without rolling but including ramming. NB. -- Taking out carefully existing (75 mm. wide) brick edging and (i) Relaying with all old bricks or with partly old and partly

Taking out carefully existing (75 mm. wide) ornamental Labour for taking out carefully-existing stone edging and (a) 125 mm to 150 mm width and 225 mm to 250 mm deep (b) 100 mm wide and 125 mm deep edging with stone sets laid on edge.(c) 100 mm wide and 250 mm deep edging with stone sets laid on edge.Stone set pavement with the joints set close in cement (i) When laid with a cushion of sand below (including cost

(ii) When laid with cement mortar (1:6) on the underside as

Supplying, fitting and fixing Fan Hook for ceiling with 1 Clearing compound premises of shurbs, plants, jungles etc.

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Description of Item Unit Rates (Rs.)

SECTION (A)-PLUMBING WORKS(A)-(l) FERRULE AND FERRULE CONNECTION

1 (a) Original Works1 11 (i) 25 mm dia. Each 1464.001 (ii) 20 mm dia. Each 1007.001 (iii) 15 mm dia. Each 761.001 (iv) 10 mm dia. Each 751.001 21 (i) 25 mm dia. Each 1399.001 (ii) 20 mm dia. Each 962.001 (iii) 15 mm dia. Each 713.001 (iv) 10 mm dia. Each 701.001 (b) REPAIR WORKS1 1 Renewing brass ferrule for connecting mains.1 (i) 25 mm dia. Each 1300.001 (ii) 20 mm dia. Each 875.001 (iii) 15 mm dia. Each 640.001 (iv) 10 mm dia. Each 630.001 2 Dismantling ferrule with all pipe connections. 107.001 3 119.00

2 (A)-(II) G.I./P.V.C. PIPE WORKS AND FITTINGS2 (a) Original Works222 (A) For Exposed Work2 (a) (i) 15 mm dia. light quality Mtr 165.002 (a) (ii) 15 mm dia. Medium quality Mtr 194.002 (b) (i) 20 mm dia. light quality Mtr 208.002 (b) (ii) 20 mm dia. medium quality Mtr 221.00

(c) (i) 25 mm dia light qualitv Mtr 262.002 Mtr 300.002 (d) (i) 32 mm dia. light quality Mtr 303.002 (d) (ii) 32 mm dia. medium quality Mtr 343.002 (e) (i) 40 mm dia. light quality Mtr 387.002 (e) (ii) 40 mm dia. medium quality Mtr 399.002 (f) (i) 50 mm dia. light quality Mtr 453.002 (f) (ii) 50 mm dia. medium quality Mtr 520.002 (g)(i) 65 mm dia. light quality Mtr 606.002 (g) (ii) 65 mm dia. medium quality Mtr 653.002 (h) (i) 80 mm dia. light quality Mtr 699.002 (h) (ii) 80 mm dia. medium quality Mtr 841.002 Mtr 1184.002 Mtr 1363.003 (j) (i) 125 mm dia. medium quality Mtr 1526.003 (j) (ii) 125 mm dia. heavy quality Mtr 1697.003 (k) (i) 150 mm dia. medium quality Mtr 1788.003 (k) (ii) 150 mm dia. heavy quality Mtr 1946.003 (B) For Concealed Work3 (a) 15 mm dia. medium quality Mtr 224.003 (b) 20 mm dia. medium quality Mtr 246.003 (c) 25 mm dia. medium quality Mtr 337.003 233 (i) 15 mm dia. medium quality metre 202.003 ii) 20 mm dia. medium quality metre 229.003 iii) 25 mm dia. medium quality metre 309.003 metre 342.003 v) 40 mm dia. medium quality metre 390.003 vi) 50 mm dia. medium quality metre. 507.003 vii) 65 mm dia. medium quality metre 640.003 viii) 80 mm dia. medium quality metre 829.003 ix) 100 mm dia. medium quality metre 1167.003 x) 125 mm dia. medium quality metre 1509.003 xi) 150 mm dia. medium quality metre 1766.004 34 each 565.004 each 446.004 each 380.004 each 1570.004 (c) PTMT overhead shower ( Prayag or equivalent)4 (i) 75 mm round each 171.004 (ii) 150 mm round each 285.004 (d) Polythene of approved make4 (i) 15 mm X 125 mm each 142.004 444 (i) 100 mm each 12602.004 (ii) 80 mm each 6653.004 (iii) 65 mm each 4668.004 (iv) 50 mm each 2650.005 v) 40 mm each 1800.005 vi) 32 mm each 1293.005 vii) 25 mm each 926.005 viii) 20 mm each 645.005 ix) 15 mm each 505.005 55 (i) 100 mm each 9270.005 (ii) 80 mm each 4842.005 (iii) 65 mm each 3175.005 (iv) 50 mm each 1824.005 (v) 40 mm each 1250.005 (vi) 32 mm each 1015.005 (vii) 25 mm each 708.005 (viii) 20 mm each 550.005 (ix) 15 mm each 432.005 65 (i) 100 mm each 11210.005 (ii) 80 mm each 7100.005 (iii) 65 mm each 4940.005 (iv) 50 mm each 2965.005 (v) 40 mm each 2000.005 (vi) 32 mm each 1437.005 (vii) 25 mm each 1078.006 (viii) 20 mm each 678.006 (ix) 15 mm each 445.006 7 Supplying, fitting and fixing bib cock or stop cock.6 each 511.006 each 648.006 each 499.006 each 785.006 each 892.006 each 916.006 each 856.006 each 1118.006 each 157.006 each 89.006 each 89.0077 (i) 15 mm each 168.007 (ii) 20 mm each 330.007 (iii) 25 mm each 522.00777 87 (a) Cast iron7 (i) 15 mm each 188.007 (ii) 20 mm each 216.007 (b) Cast iron with brass spindle7 (i) 15 mm each 210.007 (ii) 20 mm each 246.007 each 149.007 each 180.007 each 130.007 each 140.007 (d) Polythene7 (i) 15 mm each 92.007 (ii) 20 mm each 107.008 98 (i) 50 mm each 2550.008 (ii) 80 mm each 3645.008 (iii) 100mm each 4809.008 (iv) 125mm each 5973.008 (v) 150 mm each 7138.008 (vi) 200 mm each 12451.00

Page No

Item No. All Districts

Supplying,fitting and fixing brass ferrule including

Supplying, fitting and fixing brass ferrule including

Each Dismantling existing ferrule with fittings and refixing same Each

Supplying, fitting and fixing G.I. pipes of TATA make with (Payment will be made on the centre line measurements

(c) (ii) 25 mm dia. medium quality

(i)(i) 100 mm dia. medium quality(i) (ii) 100 mm dia. heavy quality

Supplying, fitting and fixing in position G.I.pipes of TATA (Payment will be made on the centre line measurement

iv) 32 mm dia. medium quality

Supplying, fitting and fixing shower of approved brand (a) (i) Chromium plated round shower with revolving joint (a) (ii) Chromium plated round shower with revolving joint (a) (iii) Chromium plated shower arm 190 mm long (b) Chromium plated Rose shower with revolving joint

Supplying, fitting and fixing Peet's valve fullway gunmetal (Note: Item (i),(ii) and (iii) to be done as per specific

Supplying, fitting and fixing gunmetal wheel valve of

Supplying, fitting and fixing gunmetal wheel valve of

(a) (i) Chromium plated Bib Cock short body (Equivalent (a) (ii) Chromium plated Bib Cock long body with wall (b) (i) Chromium plated Stop Cock (Equivalent to Code (b) (ii) Chromium plated Concealed Stop Cock (c) (i) Chromium plated Bib Cock (angular shape with (c) (ii) Chromium plated Bib Cock with wall flange (d) (i) Chromium plated angular Stop Cock with wall (d) (ii) Chromium plated concealed Stop Cock heavy duty (e) PTMT (Polytetra methylene trephthalet) Bib Cock / (f) (i) Polythene Bib Cock / Stop Cock (HD) with metal f) (ii) Polythene Bib Cock / Stop Cock with plastic inlet (g) Supplying, fitting and fixing alloy iron with brass

(Note: Item 3(b),7c(i),(ii) & 7d (i) ,(ii) to be done as per

Supplying, fitting and fixing push cock of heavy quality

(c) (i) PTMT Push Cock (20 mm F/T) with spout ( Prayag (c) (ii) PTMT Push Cock with reducer 15x20 mm ( Prayag (c) (iii) PTMT Push Cock 15 mm (Female thread) (c) (iv) PTMT Push Cock 15 mm with spout ( Prayag or

C.I. sluice valve with flanged ends drilled to as per f.S.

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8 (vii) 250 mm each 18892.008 (viii) 300 mm each 23403.008 10 each set 7576.008 118 (i) 100 mm each pair 1496.008 (ii) 80 mm each pair 1299.009 129 (a) Class A:9 (i) 80 mm nominal dia. metre 1085.009 (ii) 100 mm nominal dia. metre 1315.009 (iii) 125 mm nominal dia. metre 1643.009 (iv) 150 mm nominal dia. metre 2004.009 (v) 200 mm nominal dia. metre 2853.009 (vi) 250 mm nominal dia. metre 3834.009 (vii) 300 mm nominal dia. metre 4946.009 (b) Class B:9 (i) 80 mm nominal dia. metre 1157.009 (ii) 100 mm nominal dia. metre 1398.009 (iii) 125 mm nominal dia. metre 1749.009 (iv) 150 mm nominal dia. metre 2154.009 (v) 200 mm nominal dia. metre 3079.009 (vi) 250 mm nominal dia. metre 4141.009 (vii) 300 mm nominal dia. metre 5149.009 (c) Class LA:9 (i) 80 mm nominal dia. metre 996.009 (ii) 100 mm nominal dia. metre 1188.009 (iii) 125 mm nominal dia. metre 1496.009 (iv) 150 mm nominal dia. metre 1819.00

10 (v) 200 mm nominal dia. metre 2635.0010 (vi) 250 mm nominal dia. metre 3527.0010 (vii) 300 mm nominal dia. metre 4530.0010 13 Kg 79.0010 1410 (i) 15 mm each 22.0010 (ii) 20 mm each 25.0010 (iii) 25mm each 28.0010 (iv) 32mm each 44.0010 (v) 40 mm each 47.0010 (vi) 50 mm each 61.0010 (vii) 65 mm each 126.0010 (viii) 80 mm each 138.0010 (ix) 100 mm each 156.0010 15 each 232.0010 1610 i) 15 mm dia. each 314.0011 (ii) 20 mm dia. each 362.0011 17 Supplying/fitting and fixing steel reducing bush.11 (i) 20 mm X 15 mm and below each 25.0011 (ii) 25 mm X 20 mm and below each 30.0011 (iii) 15 mm X 10 mm and below each 25.0011 (iv) 32 mm X 25 mm each 47.0011 (v) 40 mm X 32 mm each 60.0011 (vi) 50 mm X 40 mm each 97.0011 181111 (A)Above Ground11 (I) 15 mm dia. metre 17.0011 (ii) 20mm dia. metre 17.0011 (iii) 25 mm dia. metre 18.0011 (iv) 32 mm dia. metre 19.0011 (v) 40 mm dia. metre 25.0011 (vi) 50 mm dia. metre 27.0011 (vii) 65 mm dia. metre 32.0011 (viii) 75 mm dia. / 80 mm dia. metre 38.0011 ix) 100 mm dia. /110 mm dia. metre 40.0012 metre 49.0012 metre 51.0012 (B)Under Ground

(i) 15 mm dia. metre 27.0012 (ii) 20mm dia. metre 27.0012 (iii) 25 mm dia. metre 27.0012 (iv) 32 mm dia. metre 30.0012 (v) 40 mm dia. metre 37.0012 (vi) 50 mm dia. metre 39.0012 (vii) 65 mm dia. metre 46.0012 (viii) 75 mm dia. / 80 mm dia. metre 56.0012 (ix) 100 mm dia. /110 mm dia. metre 58.0012 (x) 140 mm dia. metre 58.0012 (xi) 160 mm dia. metre 59.0012 19(1)12 (a) For Exposed Work 12 PVC Pipes13 metre 80.0013 20 mm Dia. metre 102.0013 metre 142.0013 metre 191.0013 metre 233.0013 metre 314.0013 metre 472.0013 metre 617.0013 metre 887.0013 metre 1216.0013 metre 1669.0013 metre 2508.0013 metre 3698.0013 300 mm Dia metre 4995.0013 (b) For Concealed Work13 15 mm dia. metre 102.0013 20 mm dia. metre 120.0013 25 mm Dia metre 160.0013 19(II)13 PVC Pipes 1.0014 metre 89.0014 20 mm Dia. metre 111.0014 metre 150.0014 metre 199.0014 metre 245.0014 metre 325.0014 metre 483.0014 metre 633.0014 metre 904.0014 metre 1232.0014 metre 1676.0014 metre 2515.0014 metre 3701.0014 300 mm Dia metre 5002.0014 19(III)14 (A) PVC Pipes14 metre 50.8714 20 mm Dia. metre 67.8414 metre 99.2914 metre 138.4614 metre 167.2714 metre 231.8114 metre 358.3614 metre 464.6814 metre 679.4414 metre 942.1315 150 mm Dia metre 1296.4215 200 mm Dia metre 1969.9415 250 mm Dia metre 2919.7015 300 mm Dia metre 3962.3015 (B) Socket15 15 mm Dia. Each 7.6515 20 mm Dia. Each 10.6015 25 mm Dia Each 14.3815 32 mm Dia Each 21.9215 40 mm Dia Each 31.3615 50 mm Dia Each 49.2915 65 mm Dia Each 78.6015 80 mm Dia Each 95.5815 100 mm Dia Each 126.7215 Each 160.6915 150 mm Dia Each 217.4715 200 mm Dia Each 390.9615 250 mm Dia Each 491.1115 300 mm Dia Each 642.0915 (C) Elbow

Sluice valve chamber with C.I. heavy cover with locking Supplying, fitting and fixing C.I. tail pieces in pair

Supplying, fitting and fixing cast iron spun pipe

Renewing specials only of cast iron spun pipe Supplying, fitting and fixing C.I. holder bat clamp

Supplying, fitting and fixing self closing C.P. water tap of Supplying, fitting and fixing G.I. gravity operated water

Labour for fitting and fixing high density poly-ethylene (Payment will be made on centre line measurement of

(x) 140 mm dia.(xi) 160 mm dia.

Supplying, fitting and fixing PVC pipes of approved make

15 mm Dia

25 mm Dia32 mm Dia40 mm Dia50 mm Dia65 mm Dia80 mm Dia100 mm Dia125 mm Dia150 mm Dia200 mm Dia250 mm Dia

Supplying, fitting and fixing PVC pipes for underground

15 mm Dia

25 mm Dia32 mm Dia40 mm Dia50 mm Dia65 mm Dia80 mm Dia100 mm Dia125 mm Dia150 mm Dia200 mm Dia250 mm Dia

Supply of PVC pipes & fittings (medium duty) conforming

15 mm Dia

25 mm Dia32 mm Dia40 mm Dia50 mm Dia65 mm Dia80 mm Dia100 mm Dia125 mm Dia

125 mm Dia

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15 15 mm Dia. Each 10.6015 20 mm Dia. Each 17.2115 25 mm Dia Each 23.8115 32 mm Dia Each 37.9715 40 mm Dia Each 54.9515 50 mm Dia Each 87.9816 65 mm Dia Each 151.2516 80 mm Dia Each 179.5616 100 mm Dia Each 302.2316 Each 377.7116 150 mm Dia Each 906.2916 200 mm Dia Each 1128.0516 250 mm Dia Each 1510.4416 300 mm Dia Each 1812.1416 (D) Bend (90 Degree)16 15 mm Dia. Each 24.9816 20 mm Dia. Each 30.8916 25 mm Dia Each 52.8816 32 mm Dia Each 93.5516 40 mm Dia Each 130.2116 50 mm Dia Each 183.5416 65 mm Dia Each 289.0216 80 mm Dia Each 551.3316 100 mm Dia Each 834.4116 Each 1043.8916 150 mm Dia Each 1183.7116 200 mm Dia Each 3280.3616 250 mm Dia Each 4095.6316 300 mm Dia Each 4907.1116 E) Tee16 15 mm Dia. Each 14.3816 20 mm Dia. Each 20.9817 25 mm Dia 'Each 29.4717 32 mm Dia Each 43.6317 40 mm Dia Each 66.2717 50 mm Dia Each 98.3617 65 mm Dia Each 178.6217 80 mm Dia Each 260.7117 100 mm Dia Each 480.5717 Each 868.6317 150 mm Dia Each 1908.6417 200 mm Dia Each 2878.6517 250 mm Dia Each 3586.0917 300 mm Dia Each 4303.2117 (F) (i) Nipple (75 mm long)17 15 mm Dia. Each 11.9517 20 mm Dia. Each 15.3217 25 mm Dia Each 19.0917 32 mm Dia Each 28.5317 40 mm Dia Each 34.1917 50 mm Dia Each 36.0817 65 mm Dia Each 58.1517 80 mm Dia Each 85.8317 100 mm Dia Each 98.4117 ii) Nipple (100 mm long)17 15 mm Dia. Each 17.2117 20 mm Dia. Each 22.7417 25 mm Dia Each 26.6418 32 mm Dia Each 34.9518 40 mm Dia Each 39.8518 50 mm Dia Each 43.6318 (iii) Nipple (150 mm long)18 15 mm Dia. Each 19.0918 20 mm Dia. Each 25.7018 25 mm Dia Each 28.5318 32 mm Dia Each 36.0818 40 mm Dia Each 44.5718 50 mm Dia Each 52.1218 65 mm Dia Each 95.5818 80 mm Dia Each 123.8918 100 mm Dia Each 138.0418 (iv) Nipple (200 mm long)18 15 mm Dia. Each 25.7018 20 mm Dia. Each 34.9518 25 mm Dia Each 47.6518 32 mm Dia Each 56.8418 40 mm Dia Each 70.0518 50 mm Dia Each 85.1518 65 mm Dia Each 127.3518 80 mm Dia Each 165.0918 100 mm Dia Each 220.3218 (v) Nipple (300 mm long)19 15 mm Dia. Each 28.5319 20 mm Dia. Each 37.9719 25 mm Dia Each 53.0619 32 mm Dia Each 64.3919 40 mm Dia Each 85.1519 50 mm Dia Each 104.0219 65 mm Dia Each 170.1219 80 mm Dia Each 228.6319 100 mm Dia Each 264.4819 Each 330.5319 150 mm Dia Each 453.3719 200 mm Dia Each 685.4919 250 mm Dia Each 1038.3919 300 mm Dia Each 1578.1319 (G) Flange19 15 mm Dia. Pair 47.6519 20 mm Dia. Pair 66.2719 25 mm Dia Pair 85.1519 32 mm Dia Pair 104.0219 40 mm Dia Pair 132.2019 50 mm Dia Pair 160.6319 65 mm Dia Pair 255.0519 80 mm Dia Pair 311.6619 100 mm Dia Pair 377.7119 Pair 472.0719 150 mm Dia Pair 595.1619 200 mm Dia Pair 896.8519 250 mm Dia Pair 1038.3920 300 mm Dia Pair 1321.3420 (H) Threaded Adopter20 15 mm Dia. Each 11.5520 20 mm Dia. Each 15.3220 25 mm Dia Each 19.0920 32 mm Dia Each 37.9720 40 mm Dia Each 68.1620 50 mm Dia Each 94.5820 65 mm Dia Each 113.5120 80 mm Dia Each 132.2520 100 mm Dia Each 179.5620 Each 236.1820 150 mm Dia Each 274.0920 200 mm Dia Each 679.7020 (I) Union20 15 mm Dia. Each 28.5320 20 mm Dia. Each 41.7420 25 mm Dia Each 56.8420 32 mm Dia Each 85.1520 40 mm Dia Each 122.8920 50 mm Dia Each 151.202020 15 mm Dia. Each 9.6620 20 mm Dia. Each 14.5420 25 mm Dia Each 18.4920 32 mm Dia Each 23.5621 40 mm Dia Each 33.9221 50 mm Dia Each 46.3521 65 mm Dia Each 70.1121 80 mm Dia Each 88.2021 100 mm Dia Each 123.4721 Each 296.1321 150 mm Dia Each 303.8521 200 mm Dia Each 755.0521 250 mm Dia Each 957.1421 300 mm Dia Each 1156.6621 (K) End Plug21 100 mm Dia Each 220.39

125 mm Dia

125 mm Dia

125 mm Dia

125 mm Dia

125 mm Dia

125 mm Dia

J) Threaded End Cap

125 mm Dia

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21 Each 523.5021 150 mm Dia Each 690.1521 200 mm Dia Each 926.8021 250 mm Dia Each 1188.9921 (L) Reducing Socket (mm X mm)21 20X15 Each 15.3221 25X15 Each 26.6421 25X20 Each 22.7421 32X25 Each 30.4221 40 X 25 Each 70.9921 40X32 Each 43.6321 50X25 Each 138.3221 50 X40 Each 66.6121 65X40 Each 114.9222 65 X.50 Each 117.4322 80X40 Each 136.4322 80X50 Each 142.3522 80X65 Each 151.5322 100 X 40 Each 203.4322 100 X 50 Each 172.4422 100 X 80 Each 143.3222 125 X 50 Each 217.8622 125 X 80 Each 812.3222 125 X100 Each 651.9122 150 X 50 Each 661.3522 150-X 80 Each 457.5322 150 X100 Each 446.0822 150 X 125 Each 472.6322 (M) Reducing Tee (mm X mm)22 20 X 15 Each 37.0222 25 X 15 Each 43.6322 25 X 20 Each 47.6522 40 X 15 Each 101.1922 40 X 20 Each 103.0722 40 X 25 Each 74.9522 40 X 32 Each 154.3622 50X15 Each 236.4522 50X25 Each 210.9822 50X32 Each 181.7222 65 X 15 Each 457.2522 65X40 Each 304.3922 65 X 50 Each 296.7223 80X25 Each 470.7123 100 X 32 Each 727.4023 100 X 65 Each 763.2523 (N) Reducing Elbow (mm X mm)23 25X15 Each 67.2223 25 X 20 Each 63.4423 80X50 Each 236.1223 (0) Solvent Cement23 250 Gm. 250 gm. 100.0023 2023 A. 6Kg/Sq.Cm.(Dia) (Working Pressure)

40 mm m 73.0050 mm m 112.0063 mm m 176.0075 mm m 251.00

23 110 mm m 551.0023 B. 10Kg/Sq.Cm.(Dia) (Working Pressure)

15 mm m 22.0020 mm m 28.0025 mm m 44.00

23 32 mm m 70.0023 2123 A. For Exposed Work24 20 mm (outer dia) m 125.0024 25 mm (outer dia) m 173.0024 B. For Concealed Work24 20 mm (outer dia) m 150.0024 25 mm (outer dia) m 210.0024 22 Supply,Fitting & Fixing of complete Bottle waste tap24 i) 32 mm Each 129.0024 ii) 40 mm Each 158.0024 23 Each 39.0024 24 Each 46.0024 25 Each 28.0024 26 Each 22.0024 27 Each 22.0024 28 Each 23.0024 29 Each 24.0024 30 Each 35.0024 31 Each 37.0024 32 Supply,Fitting & Fixing of Polythene flange.24 I)15mm Each 42.0024 ii) 20 mm Each 61.0025 iii) 25 mm Each 73.0025 iv) 40 mm Each 122.0025 v) 50 mm Each 149.0025 332525 (i) 15 mmdia. metre 30.0025 (ii) 20 mm dia. metre 35.0025 (iii) 25 mm dia. metre 36.0025 (iv) 32 mm dia. metre 52.0025 (v) 40 mm dia. metre 61.0025 (vi) 50 mm dia. metre 62.0025 (vii) 65 mm dia. metre 62.0025 (viii) 80 mm dia. metre 63.0025 (ix) 100 mm dia. metre 83.0025 (x) 125 mm dia. metre 84.0025 (xi) 150 mm dia. metre 86.00252526 (i) 15 mm dia. metre 60.0026 (ii) 20 mm dia. metre 60.0026 (iii) 25 mm dia. metre 60.0026 342626 (i) 15 mm dia. metre 39.0026 (ii) 20 mm dia. metre 44.0026 (iii) 25 mm dia. metre 45.0026 (iv) 32 mm dia. metre 52.0026 (v) 40 mm dia. metre 58.0026 (vi) 50 mm dia. metre 59.0026 (vii) 65 mm dia. metre 59.0026 (viii) 80 mm dia. metre 60.0026 (ix) 100 mm dia. metre 75.0026 (x) 125 mm dia. metre 77.0026 (xi) 150 mm dia. metre 78.0026 3526 a) Plug.26 i) Upto 25 mm dia. each 5.0026 ii) Above 25 mm upto 50 mm dia. each 6.0027 (iii) Above 50 mm upto 80 mm dia. each 7.0027 (iv) Above 80 mm upto 150 mm dia. each 9.002727 (i) Upto 25 mm dia. each 5.0027 (ii) Above 25 mm upto 50 mm dia. each 6.0027 (iii) Above 50 mm upto 80 mm dia. each 7.0027 (iv) Above 80 mm upto 150 mm dia. each 9.002727 (i) Upto 25 mm dia. each 5.0027 (ii) Above 25 mm upto 50 mm dia. each 6.0027 (iii) Above 50 mm upto 80 mm dia. each 7.0027 (iv) Above 80 mm upto 150 mm dia. each 9.0027 (d) Cross, Union, Long screw.27 (i) Upto 25 mm dia. each 5.0027 (ii) Above 25 mm upto 50 mm dia. each 6.0027 (iii) Above 50 mm upto 80 mm dia. each 7.0027 (iv) Above 80 mm upto 150 mm dia. each 9.002727 1 Labour for dismantling G.I. pipe with fittings.27 (i) 15 mm metre 4.0028 (ii) 20 mm metre 4.0028 (iii) 25 mm . metre 4.0028 (iv) 32 mm metre 4.0028 (v) 40 mm metre 5.0028 (vi) 50 mm metre 5.00

125 mm Dia

Supply of High Density Poly-ethylene Pipe conforming to

Supply ,Fitting & Fixing of Polypropylene Random

Supply ,Fitting & Fixing of 32 mm Waste Nozzle with Supply ,Fitting & Fixing of 40 mm Waste Nozzle with Supply,Fitting & Fixing of Plug with chain for waste with Supply,Fitting & Fixing of Polythene Coupling - (Nipple & Supply,Fitting & Fixing of Polythene Coupling - (Nipple & Supply,Fitting & Fixing of Polythene Coupling - (Nipple & Supply,Fitting & Fixing of Polythene Coupling - (Nipple & Supply,Fitting & Fixing of Polythene Coupling - (Nipple & Supply .Fitting & Fixing of Polythene Coupling - (Nipple &

(A) Labour for fitting and fixing G.I. pipes above ground (Payment will be made on the centre line measurement

(B) Labour for fitting and fixing G.I. pipes above ground (Payment will be made on the centre line measurement

Labour for fitting and fixing G.I. pipes for under ground (Payment will be made on the centre line measurement

Labour for fitting and fixing G.I. specials including cost of

(b) Socket, Reducing socket, Bend, Plain equal elbow,

(c) Plain tee, Reducing tee, Pendent tee, Jamnut, Socket

(b) Repair Works

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28 (vii) 65mm metre 5.0028 (viii) 80 mm metre 7.0028 (ix) 100 mm metre 7.0028 228 (i) 15 mm metre 4.0028 (ii) 20 mm metre 4.0028 (iii) 25 mm metre 4.0028 (iv) 32 mm metre 6.0028 (v) 40 mm metre 6.0028 (vi) 50 mm metre 6.0028 (vii) 65 mm metre 10.0028 (viii) 80 mm metre 11.0028 (ix) 100 mm metre 11.0028 3 Removing chokage in G.I. pipe including cleaning pipe.28 (i) 15 mm metre 4.0028 (ii) 20 mm metre 4.0028 (iii) 25 mm metre 4.0028 (iv) 32 mm metre 6.0028 (v) 40 mm metre 6.0029 (vi) 50 mm 6.0029 (vii) 65 mm metre 7.0029 (viii) 80 mm metre 7.0029 (ix) 100 mm metre 7.0029 429 (i) 15 rnm each 22.0029 (ii) 20 mm each 25.0029 (iii) 25 mm each 28.0029 (iv) 32 mm each 44.0029 (v) 40 mm each 47.0029 (vi) 50 mm each 61.0029 (vii) 65 mm each 126.0029 (viii) 80 mm each 138.0029 (ix) 100 mm each 156.0029 5 Renewing P.V.C. clip with necessary screws.29 (i) 15 mm each 4.0029 (ii) 20 mm each 4.0029 (iii) 25 mm each 6.0029 (iv) 32 mm each 7.0029 (v) 40 mm each 7.0029 (vi) 50 mm each 9.0029 (vii) 65 mm each 10.0030 630 (i) Upto 40 mm dia. each 41.0030 (ii) 50 mm dia. each 48.0030 (iii) 65 mm to 100 mm dia. each 80.0030 7 Renewing iron jamnut with washer.30 (i) 15 mm each 9.0030 (ii) 20 mm each 10.0030 (iii) 25 mm each 11.0030 8 Cutting out pipe and making threads.30 (i) Upto 20 mm dia. each 6.0030 (ii) Above 20 mm upto 32 mm dia. each 8.0030 (iii) Above 32 mm upto 50 mm dia. each 15.0030 (iv) Above 50 mm upto 80 mm dia. each 20.0030 (v) Above 80 mm upto 150 mm dia. each 28.0030 9 Dozzen 56.0030 10 Making bend/offset in G.I. pipe by heat.30 (i) Upto 50 mm dia. each 21.0030 (ii) Above 50 mm upto 80 mm dia. each 38.0030 (iii) Above 80 mm upto 150 mm dia. each 109.0030 11 Cutting out section of G.I. water main pipe upto 100 mm. each 25.0030 12 Dismantling and refixing bib cock or stop cock.30 (i) 15 mm each 8.0031 (ii) 20 mm each 10.0031 1331 (i) 15 mm each 10.0031 (ii) 20 mm each 12.0031 (iii) 25 mm each 14.0031 (iv) 40 mm each 20.0031 1431 (i) 15 mm each 58.0031 (ii) 20 mm each 76.0031 15 Dismantling and refixing shower rose after cleaning. each 8.0031 16 Renewing cromium plating of31 (a) bib cock/ stop cock/ pillar cock/ waste fittings. each 35.0031 (b) Elbow action bib/ pillar tap. each 43.0031 1731 (i) 15 mm to 20 mm set 39.0031 (ii) 25 mm to 32 mm set 40.0031 (iii) 40 mm to 50 mm set 57.0031 (iv) 65 mm to 80 mm set 71.0031 (v) 100 mm set 76.0031 18 Drilling and tapping C.I. main.32 (I) Upto 15 mm set 100.0032 (ii) Above 15 mm upto 25 mm set 125.0032 (iii) Above 25 mm set 150.0032 19 set 123.0032 2032 (a) 6 mm/ 10 mm/15 mm32 (i) One way each 133.0032 (ii) Two way each 148.0032 (iii) Three way each 210.0032 (iv) Four way each 260.0032 2132 i) 15 mm each 42.0032 ii) 20 mm each 49.0032 iii) 25 mm each 54.0032 iv) 32 mm each 60.0032 v) 40 mm each 69.0032 vi) 50 mm each 72.0032 22 Each Set 301.00

33 (A)-(III) CISTERN, G.I./P.V.C. TANKS WITH PARTS33 (a) Original Works33 133 White each 2181.0033 2 each 1129.0033 333 White each 1368.0033 For item 1 & 3 above for using coloured Porcelain :-33333333 (c) Burgandy, Emerald green coloured - 200%33 433 (a) With 2 mm thick G.I. sheet33 (i) 1812 litre capacity each 16182.0033 (ii) 1364 litre capacity each 14150.0033 (b) With 1.6 mm thick G.I. sheet33 (i) 908 litre capacity each 9412.0033 (ii) 540 litre capacity each 8073.0034 534 (a) 500 litre capacity each 3016.0034 (b) 1000 litre capacity each 5991.0034 (c) 1500 litre capacity each 8986.0034 (d) 2000 litre capacity each 11961.0034 (e) 2500 litre capacity each 15292.0034 (f) 3000 litre capacity each 18520.0034 (g) 4000 litre capacity each 24470.0034 (h) 5000 litre capacity each 30461.0034 6 each 1127.0034 7 each 1182.0034 8 Hoisting G.I. tank (upto and including 1812 litre capacity).34 (a) 1st story from G.L each 271.0034 (b) Extra for each additional story each 89.0034 9 Labour for hoisting plastic water storage tank.34 (i) Upto 1500 litre capacity.34 (a) Upto 1st story from G.L. each 59.0034 (b) Extra for each additional story each 27.0034 (ii) Above 1500 litre upto 5000 litre capacity.34 (a) Upto 1st story from G.L. each 95.0034 (b) Extra for each additional story each 45.0034 1035 (a) From 1st story to G.L each 193.0035 (b) Extra for each additional story each 59.0035 1135 (i) Upto 1500 litre capacity35 (a) From 1st floor to G.L . each 36.00

Refixing G.I. pipe with fittings after cleaning where

Renewing C.I. clamp for pipe including cutting hole in

Opening out leaky water supply pipe and making the

Perforating G.I. pipe of all diameters by drilling including

Rewashering stop cock/ bib cock/ push cock/ pillar cock

Renewing brass spindle and valve of stop cock/bib

Cutting out existing G.I.F.W. or U.F.W. or gas pipeline to

Plugging up C.I. main with necessary materials & Labour Renewing copper plated gas cock C.P. or oxidised

Renewing special make up piece of pipe having threads

Dismantling upto 100 mm sluice valve by parts and

Supplying, fitting and fixing 10 litre porcelain low-down

Supplying, fitting and fixing 10 litre P.V.C. low-down Supplying, fitting and fixing 10 litre porcelain low-down

N.B. Cisterns the rate will enhanced over the (a) Sky blue, Venetian, Min. green, Turquoise, Citrus (b) Roman brown, Fern green, Misty lilac, Orange,

Supplying G.I. tank with Galvanised iron sheet with 450

Supplying P.V.C. water storage tank of approved quality

Supplying, fitting and fixing cast iron raised rain proof Supplying, fitting and fixing cast iron raised rain proof

Lowering G.I. tank (upto and including 1812 litre

Labour for lowering plastic water storage tank and

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35 (b) Extra for each additional story each 18.0035 (ii) Above 1500 litre upto 5000 litre capacity35 (a) From 1st story to G.L. each 59.0035 (b) Extra for each additional story each 27.0035 12 each 12.0035 (b) Repair Works35 1 Supplying, fitting and fixing low-down cistern parts.35 (i) Internal fittings for cistern complete of approved make. Each Set 239.0035 ii) Outlet Assembly each 275.0035 iii) Intlet Assembly each 46.0035 iv) Rubber Kid each 275.0035 v) Knob each 275.0035 vi) Brackets (pair) each 275.0035 vii) CP Flush Bend (local) best quality

a) Orrisa & Indian Pattern WC each 275.00b) E. W.C. & Anglo-Indian W.C. each 275.00

35 2 Renewing bolts and nuts for cistern. Each Set 15.0035 3 Renewing brass screws in auto cistern. Each Set 10.0035 4 Each Set 23.003636 (i) 32 mm each 167.0036 (ii) 25 mm each 114.0036 (iii) 20 mm each 96.0036 (iv) 15 mm each 78.0036 636 (i) 32 mm each 150.0036 (ii) 25 mm each 84.0036 (iii) 20 mm each 60.0036 (iv) 15 mm each 37.0036 7 each 71.0036 8 each 71.0036 9 each 202.0036 10 each 159.0036 11 Punching holes in tank(G.L). each 24.0036 12 each 69.0036 13 Cum 42.0036 14 each 102.0036 15 Cum 60.0037 16 sq. m. 1670.00

38 (A)-(IV) BASIN AND SINKS WITH PARTS38 (a) Original Works38 138 (i) 450 mm X 300 mm size each 981.0038 (ii) 550 mm X 400 mm size each 1248.0038 (iii) 630 mm X 450 mm size each 1425.0038 (iv) Angle back wash basin 400 mm X 400 mm each 962.0038 (v) Surgeon's wash basin 650 mm X 450 mm each 4113.0038 (vi) Spitton for Dental Surgeon each 2300.0038 238 (i) 450 mm X 300 mm size each 1734.0038 (ii) 550 mm X 400 mm size each 2038.0038 (iii) 630 mm X 450 mm size each 2720.0038 (iv) Angle back wash basin 400 mm X 400 mm size each 1752.0038 3 each 1266.0038 438 (i) 600 mm X 450 mm X 200 mm each 737.0038 (ii) 600 mm X 450 mm X 250 mm each 784.0038 each 998.0039 539 (a) Plain edge sink with overflow39 (i) 610 mm X 450 mm X 200 mm each 4404.0039 (ii) 610 mm X 450 mm X 250 mm each 4852.0039 (b) Laboratory sink with rim and overflow39 (i) 450 mm X 300 mm X 150 mm each 2103.0039 (ii) 500 mm X 300 mm X 150 mm each 3099.0039 each 2150.0039 450 mm X 300 mm X 150 mm39393939 (c) Burgandy, Emerald green coloured - 200%39 639 (a) Sink only39 each 3613.0039 (ii) 630 mm X 550 mm X 180 mm each 4208.0039 (b) Sink with drain board 1050 mm X 450 mm X 180 mm each 5993.0039 739 (i) 750 mm X 450 m X 250 mm each 5334.0040 (ii) 60 mm X 400 mm X 250 mm each 4431.0040 (iii) 600 mm X 450 mm X 200 mm each 4326.0040 840 (a) Porcelain fluted drain board of approved make40 (i) 530 mm X 450 mm each 1854.0040 940 (i) 300 mm long each 38.0040 (ii) 450 mm long each 56.0040 (iii) 600 mm long each 74.0040 (iv) 750 mm long each 91.0040 (v) 900 mm long each 132.0040 1040 (i) 600 mm long each 46.0040 (ii) 750 mm long each 66.0040 (iii) 900 mm long each 86.0040 (iv) 1050 mm long each 104.0040 1140 (i) 25 mm dia. of plug Each Set 48.0040 (ii) 32 mm dia. of plug Each Set 58.0040 (iii) 40 mm dia. of plug Each Set 61.0040 (iv) 45 mm dia. of plug Each Set 61.0040 (v) 50 mm dia. of plug Each Set 69.0041 12 Each Set 162.0041 13 each 9.0041 14 Supplying,fitting and fixing rubber plug.41 (i) 25 mm dia. each 6.0041 (ii) 32 mm dia. each 8.0041 (iii)40 mm dia. each 10.0041 (iv) 45 mm dia. each 12.0041 (v) 50 mm dia. each 16.0041 1541 Each 677.0041 Each 457.0041 16 Each 951.0041 17 Supplying, fitting and fixing Waste fittings complete.41 a) C.P. over brass41 i) 25 mm each 172.0041 ii) 32 mm each 218.0041 iii) 40 mm each 274.0041 b) Polythene41 i) 32 mm each 36.0041 ii) 40 mm each 59.0041 iii) 50 mm each 72.0042 1842 (a) Wash basin, Dental spitton each 115.0042 (b) Sink, Drain board each 133.0042 (c) Surgeon's basin each 121.0042 (d) Cistern each 68.0042 (e) Aluminium brackets each 77.0042 19 Supplying, fitting and fixing pillar cock of approved make.42 Each 528.0042 Each 617.0042 b) PTMT Pillar Cock -15 mm. (Prayag or equivalent). Each 232.0042 Each 885.0042 each 88.0042 Each 2759.0042 Each 2432.0043 Each 1123.004343 20 Supplying, fitting and fixing CP. Extension Pipe Each 101.0043 21 Supplying, fitting and fixing CP. Offset Each 378.0043 22 Supplying, fitting and fixing CP. Wall Flange Each 77.0043 2343 (i) 32 mm each 209.0043 (ii) 50 mm each 289.0043 (b) Repair Works43 1 each 22.0043 2 each 44.0043 3 each 22.00

Labour for punching hole in plastic water storage tank

Changing the lather only of syphon of automatic cistern Renewing high pressure polythene ball cock of approved

Renewing polythene ball of approved quality for pipe of

Dismantling G.I. tank including disconnecting pipe Fixing G.I. tank in position including refitting pipe Dewatering and repairing G.I. tank above 1000 litre and Dewatering and repairing G.I. tank upto 1000 litre

Cleaning and removing mud upto 2000 litre Water Tank Cleaning and removing mud above 2000 litre Water Tank Cleaning and disinfecting upto 2000 litre Water Tank Cleaning and disinfecting above 2000 litre Water Tank Repairing damaged G.I. tank of any capacity after

Wash basin white vitreous china of approved make

Supplying, fitting and fixing white vitreous china best

Supplying, fitting and fixing pedestal of approved make Best quality sink in mosaic in silver grey colourwith C.P.

(iii) 750 mm X 450 mm X 250 mmSupplying, fitting and fixing White Vitreous China Sink in

(c) Laboratory table sink including cutting of laboratory

N.B. For using coloured Basin, Sink, Pedestal etc. th (a) Sky blue, Venetian, Min. green, Turquoise, Citrus (b) Roman brown, Fern green, Misty lilac, Orange,

Supplying, fitting and fixing stainless steel sink complete

(i) 530 mm X 430 mm x 180 mm

Supplying, fitting and fixing of Fire clay Kitchen Sink with

Supplying, fitting and fixing Drain boards for sinks with

Supplying, fitting and fixing approved brand P.V.C.

Supplying,fitting and fixing approved brand 32 mm

Supplying, fitting and fixing C.P. chain and stay with

Supplying, fitting and fixing CP. chain 1200 mm long with Supplying, fitting and fixing CP. chain or stay for wash

Supplying, fitting and fixing complete Bottle waste trap (a) Chromium plated Bottle trap 32 mm with 190 mm long (b) PTMT Bottle trap 32 mm with connecting Supplying, fitting and fixing 15 mm swan neck tap with

Supplying, fitting and fixing C.I. bracket including two

a) (i) CP Pillar Cock - 15 mm. (Equivalent to Code No. a) (ii) CP Pillar Cock Super Deluxe with Aerator - 15 mm.

c) CP Pillar Cock - 15 mm. (Code No. 5011 & Model - d) Polythene Piller Cock (EMCO / ATLAS or equivalent) - e) (i) CP Centre hole Basin mixture with regular spout e) (ii) CP Wall Mixture without spout but with provision for f) CP Pillar Cock with 200 mm extended Lever Handle (Note: Item 19(c),e(i),(ii) & f(i) to be done as per specific

Supplying, fitting and fixing dome shaped CP. waste

Dismantling wash basin with brackets with or without Refixing wash basin with brackets with or without waste Dismantling Surgeon's wash/ Dental spitton with

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43 4 each 49.0043 543 i) Upto 450 mm length each 25.0043 ji) Above 450 mm and upto 600 mm length each 33.0043 iii) Above 600 mm and upto 750 mm length each 37.0043 iv) Above 750 mm length each 47.0043 6 Refixing sink with brackets with or without waste fittings.43 i) Upto 450 mm length each 47.0043 ii) Above 450 mm and upto 600 mm length each 47.0044 each 47.0044 (iv) Above 750 mm length each 73.0044 7 each 33.0044 8 each 24.0044 9 Cutting table for sink. each 30.0044 10 Dismantling pillar cock of wash basin. each 5.0044 11 Refixing pillar cock of wash basin. each 5.0044 12 Dismantling drain board. each 10.0044 13 Refixing drain board. each 11.0044 14 Fixing brackets for wash basin/ sink/ drain board/ cistern. each 15.0044 15 Renewing China stopper for wash basin. each 72.0044 16 Dismantling bath tub. each 62.0044 17 Refixing bath tub each 98.0044 18 Cleaning wash basin/sink with acid. each 10.0044 19 Cleaning sink with soda and soap. each 8.0044 20 Cleaning bath tub with acid. each 27.0044 21 Renewing cap and lining of heavy quality CP. over brass.44 (I) 15 mm each 22.0044 (ii) 20 mm each 43.0044 each 63.0044 each 74.0044 (v) 40 mm each 81.0045 (vi) 45 mm each 95.0045 (vii) 50 mm each 105.0045 22 each 95.0045 C.P. chain and rubber plug.45 2345 (i) 15 mm each 40.0045 (ii) 20 mm each 49.0045 24 each 60.0045 25 Renewing brass neck only of swan neck cock. each 101.0045 26 Renewing bottle jet of bed pan sink. each 381.0045 27 each 184.0045 28 each 19.0045 29 each 34.0045 30 each 47.0045 31 each 140.00

46 (A)-(V) TUBE WELL46

146 (a) For depth upto 150 metre.46 (i) 40 mm dia.»boring etc. metre 74.0046 (ii) 50 mm dia. boring etc. metre 119.0046 (iii) 80 mm dia. boring etc. metre 158.0046 (b) For depth more than 150 metre.46 (i) 40 mm dia. boring etc. beyond 150 metre metre 89.0046 (ii) 50 mm dia. boring etc. beyond 150 metre metre 148.0046 (iii) 80 mm dia. boring etc. beyond 150 metre metre 174.004646 (i) 40 mm dia. boring etc. metre 119.0046 (ii) 80 mm dia. boring etc. top enlargement metre 231.004646 (i) 50 mm dia. boring etc. metre 231.0046 (ii) 100 mm dia. boring etc. top enlargement metre 344.004646 (i) 80 mm dia. boring etc. metre 231.0047 (ii) 150 mm dia. boring etc. top enlargement metre 518.004747 (i) 50 mm dia. boring etc. beyond 150 metre metre 174.0047 (ii) 100 mm dia. boring etc. top enlargement metre 344.004747 24747 (i) First 50 metre metre 894.0047 (ii) Next 50 metre metre 793.0047 (iii) Next 50 metre metre 948.0047 (iv) Rest 100 metre metre 970.004747 (i) First 50 metre metre 951.0047 (ii) Next 50 metre metre 937.0047 (iii) Next 50 metre metre 1119.0047 (iv) Rest 100 metre metre 1150.004848 (i) First 50 metre metre 963.0048 (ii) Next 50 metre metre 951.0048 (iii) Next 50 metre metre 1140.0048 (iv) Rest 100 metre metre 1297.004848 348 (i) 40 mm dia. metre 793.0048 (ii) 50 mm dia. metre 1136.0048 (iii) 75 mm dia. metre 1446.0048 (iv) 100 mm dia. metre 1686.0048 448 (i) 40 mm dia. metre 930.0048 (ii) 50 mm dia. metre 1377.0048 (iii) 80 mm dia. metre 1789.0048 548 (i) 40 mm dia. metre 359.0048 (ii) 50 mm dia. metre 508.0049 (iii) 80 mm dia. metre 783.0049 (iv) 100 mm dia. metre 1259.0049 649 (a) 100 mm nominal dia49 (i) 6.00 mm wall thickness metre 1699.0049 (b) 150 mm nominal dia49 (i) 6.0 mm wall thickness metre 2540.0049 (ii) 7.00 mm wall thickness metre 2949.0049 (c) 200 mm nominal dia49 (i) 6.0 mm wall thickness metre 3345.0049 (ii) 7.00 mm wall thickness metre 3902.0049 749 (i) 100 mm metre 2850.0049 (ii) 150 mm metre 3469.0049 (iii) 200 mm metre 3716.0049 849 (i) 40 mm dia. each 100.0049 (ii) 50 mm dia. each 162.0049 (iii) 75 mm dia. each 232.0049 949 (i) 40 mm each 40.0049 (ii) 50 mm each 57.0050 iiii) 75 mm each 79.0050 1050 (i) 15 mm each 226.0050 (ii) 20 mm each 307.0050 (iii) 25 mm each 437.0050 (iv) 32 mm each 746.0050 (v) 40 mm each 907.0050 (vi) 50 mm each 1241.0050 1150 (i) 15 mm each 282.0050 (ii) 20 mm each 412.0050 (iii) 25 mm each 622.0050 (iv) 32 mm each 944.0050 (v) 40 mm each 1284.0050 (vi) 50 mm each 1860.0050 12 each 2814.0050 1350 (i) for 40 mm dia. tube well each 1824.0050 (ii) Domestic Pump of approved make of 40/50 mmdia. each 958.0050 14 each 2257.0050 15 metre 69.0050 1651 (i) 50 mm X 100 mm each 535.0051 (ii) 75 mm X 150 mm each 727.0051 (iii) 100 mm X 150 mm each 727.0051 (iv) 100 mm X 200 mm each 1024.00

Refixing Surgeon's wash/ Dental spitton with brackets Dismantling sink with brackets with or without waste

(iii) Above 600 mm and upto 750 mm length

Renewing wooden block of approved variety of size 150 Renewing wooden scantling 450 mm X 25 mm X 12 mm

(iii) 25 mm(iv) 32 mm

Renewing 32 mm N.P. waste fittings for wash basin

Renewing Simla cap and lining brass union, heavy type

Rectifying leakage of bed pan sink, renewing rubber

Dismantling and refixing Surgeon's mixing valve after Dismantling and taking out lead / polythene waste pipe Cleaning and refixing displaced laboratory sink in proper Dismantling and re-fixing Swan Neck Piller Cock after Dismantling and removing heavy porcelain / enamelled

(a) Original Works .Labour for boring tube well of required dia. by water jet

(c) For depth upto 150 metre for 40 mm dia. Tube well

(d) For depth upto 150 metre for 50 mm dia. tube well

(e) For depth upto 150 metre for 80 mm dia. tube well

(f) For depth more than 150 metre for 50 mm dia. tube

Note - To arrive at labour cost for boring, lowering of a Labour for boring through any type of soil for sinking tube (a) For depth upto 250 metre for 100 mm dia. Tube well

(b) For depth upto 250 metre for 150 mm dia. Tube well

(c) For depth upto 250 metre for 150 mm dia. tube well

Note: (i) For item no. 2, measurement will be taken below Supplying brass-strainer with brass socket of approved

Supplying G.I. pipe strainer with brass net & jacketted of

Supplying high density polythene strainer of approved

Supplying, fibre glass reinforced Epoxy resin slotted of 1

Supplying M.S. male / female adopter of approved make

Supplying, fitting and fixing steel cutter piece upto 450

Supplying, fitting and fixing plug of approved make

Supplying, fitting and fixing chech valve (vertical) G.M.

Supplying,fitting and fixing check valve (horizontal) G.M.

Supplying, fitting and fixing special hand pump no. 6 of Supplying, fitting and fixing popular Maya pump no-6 or

Supplying, fitting and fixing 65 mm dia. deep well brass Supplying, fitting and fixing 15 mm dia. galv. M.S. Supplying, fitting and fixing heavy type bell mouth

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51 (v) 200 mm X 250 mm each 1791.0051 17 Supplying, fitting and fixing G.I. cap at top51 (i) 100 mm each 121.0051 (ii) 150 mm each 356.0051 (iii) 200 mm each 405.0051 (iv) 300 mm each 789.0051 18 Supplying, fitting and fixing M.S socket ring51 (i) 100 mm each 121.0051 (ii) 150 mm each 234.0051 (iii) 200 mm each 305.0051 (iv) 300 mm each 578.0051 19 day 6712.0052 2052 each 15949.0052 each 26030.0052 (c) For additional period beyond 3(three) days. Per Day 4959.005252 21 L.S. 773.0052 22 L.S. 1130.0052 23 1824.005253 24 cu. m. 308.0053 25 each 463.0053 26 Per Set 2621.0053 27 Providing 200 mm centre guide.53 i) With Clamp Per Set 145.0053 ii) With Flat Per Set 77.00

2853 (b) Repair Works53 153 (i) 40 mm dia. metre 23.0053 (ii) 50 mm dia. metre 37.0053 (iii) 80 mm dia. metre 43.0053 (iv) 100 mm dia. metre 64.0053 (v) 150 mm dia. metre 80.0053 (vi) 200 mm dia. metre 107.0053 (vii) 250 mm dia. metre 118.0053 (viii) 300 mm dia. metre 133.0053 (ix) 350 mm dia. metre 144.0053 (b) Beyond 20 metre below G.L.54 (i) 40 mm dia. metre 37.0054 (ii) 50 mm dia. metre 43.0054 (iii) 80 mm dia. metre 68.0054 (iv) 100 mm dia. metre 80.0054 (v) 150 mm dia. metre 107.0054 (vi) 200 mm dia. metre 118.0054 (vii) 250 mm dia. metre 133.0054 (viii) 300 mm dia. metre 144.0054 (ix) 350 mm dia. metre 160.0054 254 (i) 40 mm to 50 mm dia. tube well upto 100 metre deep Each Set 1838.0054 Each Set 2696.0054 3 Supplying, fitting and fixing brass cylinder parts.54 (i) Brass plunger complete each 461.0054 (ii) Brass plunger complete without G.I. rod each 405.0054 (iii) C.I. top socket each 87.0054 (iv) C.I. bottom socket each 96.0054 (v) 65 mm brass tube (both ends threaded) each 1309.00

55 SECTION (B)-SANITARY AND DRAINAGE WORKS55 (B)-(I) HYDRANTS AND ALLIED WORKS55 (a) Original Works55 155 (i) 20 mm each 916.0055 (ii) 25 mm each 1380.0055 (iii) 32 mm each 2522.0055 (iv) 40 mm each 3414.0055 2 each 4034.0055 3 each 684.0055 455 (i) 20 mm each 725.0055 (ii) 25 mm each 987.0055 (iii) 32 mm each 2654.0055 (iv) 40 mm each 3673.0055 (b) Repair Works55 1 Dismantling and refixing 65 mm street hydrant. each 45.0055 2 Renewing C.I. square head of street hydrant. each 106.0055 3 Renewing leather washer of street hydrant.55 (i) 50 mm each 46.0055 (ii) 45 mm each 42.0055 4 each 33.0055 5 each 227.0055 6 Regrinding valve seat of street hydrant. each 95.0055 7 Renewing brass jumper of street hydrant. each 93.0056 8 each 114.0056 9 each 301.0056 10 Renewing bolt and nut for hydrant. each 10.0056 11 Renewing spindle of hydrant.56 (i) 15 mm each 60.0056 (ii) 20 mm each 71.0056 (iii) 25 mm each 83.0056 (iv) 32 mm each 126.0056 (v) 50 mm each 223.0056 (vi) 75 mm each 470.0056 12 Renewing pin for hydrant. each 19.0056 13 Renewing 65 mm bridge guage. each 262.0056 14 Renewing cap for 65 mm bridge guage. each 113.0056 15 Renewing brickets for hydrant. each 102.0056 16 Renewing English rubber seat.56 (i) 80 mm dia. 10 mm thick each 20.0056 (ii) 125 mm dia. 6 mm thick each 24.00

57 (B)-(II) SOIL PIPE AND FITTINGS57 (a) Original Works57 15757 (i) 150 mm dia. (internal) metre 1204.0057 (ii) 100 mm dia. (internal) metre 712.0057 (iii) 75 mm dia. (internal) metre 614.0057 (iv) 50 mm dia. (internal) metre 453.0057 (b) With lead caulked joints.57 (i) 150 mm dia. (internal) metre 1294.0057 (ii) 100 mm dia. (internal) metre 768.0057 (iii) 75 mm dia. (internal) metre 654.0057 (iv) 50 mm dia. (internal) metre 489.0057 25757 (i) 150 mm dia. each 1528.0057 (ii) 100 mm dia. each 748.0057 (iii) 75 mm dia. each 497.0057 (iv) 50 mm dia. each 441.0058 (b) With lead caulked joints.58 (i) 150 mm dia. each 1705.0058 (ii) 100 mm dia. each 855.0058 (in) 75 mm dia. each 571.0058 (iv) 50 mm dia. each 484.0058 358 (i) 150 mm dia. each 1909.0058 (ii) 100 mm dia. each 915.0058 (iii) 75 mm dia. each 676.0058 (iv) 50 mm dia. each 599.0058 (b) With lead caulked joints58 (i) 150 mm dia. each 2169.0058 (ii) 100 mm dia. each 1063.0058 (iii) 75 mm dia. each 778.0058 (iv) 50 mm dia. each 664.005858 45858 (i) 150 mm dia. each 909.0059 (ii) 100 mm dia. each 495.0059 (iii) 75 mm dia. each 405.0059 (iv) 50 mm dia. each 336.0059 (b) With lead caulked joints59 (i) 150 mm dia. each 1082.0059 (ii) 100 mm dia. each 593.0059 (iii) 75 mm dia. each 482.0059 (iv) 50 mm dia. each 384.00

Washing and developing tube well with air compressor Surging of existing tube well with chemical treatment and (a) For tube well from 40 mm to 100mm top enlarged to (b) For tube well of size bigger than 100mm dia. with top

N.B. This item is to be executed with the special approval Labour for making arrangement for showing verticality Collecting sample of water for bacteriological and Packing the annular space between the outside of the cu. m.Note: Initial 6 m. of Annular space between the housing Packing annular space between the outside of the Providing and fixing bell plug as required upto 250 mm Supplying, fitting and fixing 300 mm M.S. housing clamp

Geophysical investigation of the acquifer by

Taking out pipes of existing tube well including strainer

Repairing chocked up tube well by cleaning and washing

(ii) Above 50 mm to 100 mm dia. tube well upto 100

Supplying, fitting and fixing ground hydrant of approved

Supplying, fitting and fixing street pattern hydrant Supplying, fitting and fixing C.I. cover for street pattern Supplying, fitting and fixing fire hydrant of approved

Renewing 150 mm X 150 mm grey rubber washer for Supplying, fitting and fixing spindle (G.M.) nipple for

Dismantling garden hydrant and refixing the same after Dismantling fire hydrant after plugging off the supply for

Supplying, fitting & fixing Cast iron soil pipe only (a) With valamoid joints including sealing with sand

Supplying, fitting & fixing Cast iron single branch (a) With valamoid joints including sealing the top with

Supplying, fitting & fixing Cast iron double branch equal

N.B. For single or double junction without door, the rates Supplying, fitting & fixing H.C.I, bend with door (a) With valamoid joints including sealing the top with

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59 55959 (i) 150 mm dia. each 807.0059 (ii) 100 mm dia. each 432.0059 (iii) 75 mm dia. each 341.0059 (iv) 50 mm dia. each 261.0059 (b) With lead caulked joints59 (i) 150 mm dia. each 980.0059 (ii) 100 mm dia. each 530.0059 (iii) 75 mm dia. each 419.0059 (iv) 50 mm dia. each 309.0059 66060 (i) 150 mm dia. each 984.0060 (ii) 100 mm dia. each 515.0060 (iii} 75 mm dia. each 409.0060 (iv) 50 mm dia. each 346.0060 (b) With lead caulked joints60 (i) 150 mm dia. each 1157.0060 (ii) 100 mm dia. each 613.0060 (iii) 75 mm dia. each 487.0060 (iv) 50 mm dia. each 395.0060 76060 (i) 150 mm dia. each 822.0060 (ii) 100 mm dia. each 532.0060 (iii) 75 mm dia. each 391.0060 (iv) 50 mm dia. each 299.0060 (b) With lead caulked joints60 (i) 150 mm dia. each 995.0060 (ii) 100 mm dia. each 630.0060 (iii) 75 mm dia. each 469.0060 (iv) 50 mm dia. each 347.00616161 (i) 150 mm dia. each 1126.0061 (ii) 100 mm dia. each 663.0061 (iii) 75 mm dia. each 518.0061 (iv) 50 mm dia. each 361.0061 (b) With lead caulked joints61 (i) 150 mm dia. each 1299.0061 (ii) 100 mm dia. each 731.0061 (iii) 75 mm dia. each 595.0061 (iv) 50 mm dia. each 409.0061 8 each 789.0061 each 691.0061 961 I) 100 mm dia. each 317.0061 (ii) 75 mm dia. each 237.0061 (iii) 50 mm dia. each 195.0062 10 Supplying, fitting & fixing Aluminium domical grating.62 (i) 150 mm each 66.0062 (ii) 125 mm each 54.0062 (iii) 100 mm each 46.0062 (iv) 87.5 mm each 42.0062 (v) 75 mm each 39.0062 (vi) 50 mm each 37.0062 11 each 180.0062 126262 (i) 50 mm X 50 mm each 499.0062 (ii) 100 mm X 50 mm each 708.0062 136262 (i) 100 mm X 50 mm X 50 mm each 915.0062 (b) with lead caulked joints.62 (i) 100 mm X 50 mm X 50 mm each 1018.0063 1463

(i) 50 mm each 475.0063 (ii) 75 mm each 591.0063 (iii) 100 mm each 943.0063 (iv) 150 mm each 1708.0063

(i) 50 mm each 604.0063 (ii) 75 mm each 628.0063 (iii) 100 mm each 764.0063 (iv) 150 mm each 1581.0063 1563 (a) (i) 100 mm X 150 mm each 384.0063 (ii) 100 mm X 225 mm each 436.0063 (iii) 100 mm X 300 mm each 502.0063 (iv) 100 mm X 375 mm each 544.0063 each 586.0063 (vi) 100 mm X 525 mm each 628.0063 (vii) 100 mm X 600 mm each 663.0063 (b) Extension 50 mm one way (i) 100 mm X 375 mm each 591.0063 each 722.0064 1664 (i) 300 mm Mtr. 925.0064 (ii) 225 mm Mtr. 502.0064 (iii) 150 mm Mtr. 300.0064 (iv) 100 mm Mtr. 224.0064 1764 (a) Stoneware bend64 (j) 300 mm each 509.0064 (ii) 225 mm each 405.0064 (iii) 150 mm each 327.0064 (iv) 100 mm each 228.0064 (b) Stoneware single T or Y junction64 (i) 225 mm each 489.0064 (ii) 150 mm each 415.0064 (iii) 100 mm each 281.0064 [c) Stoneware double T or Y junction64 (i) 150 mm each 483.0064 (ii) 100 mm each 412.0064 18 Supplying, fitting and fixing C.I. round grating.64 1) 100 mm each 58.0064 ii) 150 mm each 86.0064 iii) 225 mm each 112.0064 19 Supplying, fitting and fixing C.I. square jalli.65 (i) 100 mm each 58.0065 (ii) 150 mm each 98.0065 (iii) 225 mm each 148.0065 (iv) 300 mm each 190.0065 (v) 450 mm each 302.0065 2065 (i) 225 mm X 150 mm with 230 mm gratings each 514.0065 (ii) 150 mm X 100 mm with 150 mm gratings each 270.0065 21 Supplying, fitting and fixing S.W. master trap.65 (i) 150 mm X 150 mm each 955.0065 (ii) 225 mm X 225 mm each 5439.0065 2265 (a) Single junction of 150 mm.X 100 mm. dia with door65 each 1459.0065 (ii) With lead caulked joints each 1555.006565 each 1582.0065 (ii) With lead caulked joints each 1758.006565 each 1582.0066 (ii) With lead caulked joints each 1758.006666 2366 (A) (i) Single Socketed 3 Meter Length66 (a) 75 mm metre 205.0066 (b) 110 mm metre 305.0066 (c) 160 mm metre 570.0066 (ii) Double Socketed 3 Meter Length.66 (a) 75 mm metre 221.0066 (b) 110 mm metre 328.0066 (c) 160 mm metre 625.0066 (iii) Single Socketed 1.8 Meter Length66 (a) 75 mm metre 222.0066 (b) 110 mm metre 318.0066 iv) Double Socketed 1.8 Meter Length66 (a) 75 mm metre 227.0066 (b) 110 mm metre 344.00

Supplying, fitting & fixing H.C.I, bend without door (a) With valamoid joints including sealing the top with

Supplying, fitting & fixing H.C.I, heel rest bend (a) With valamoid joints including sealing the topwith

(A) Supplying, fitting & fixing H.C.I, offset conforming to (a) With valamoid joints including sealing the top with

(B) Supplying, fitting & fixing H.C.I, offset conforming to (a) With valamoid joints including sealing the top with

(a) H.C.I, bell mouth plain trap supplied, fitted and fixed (b) H.C.I, bell mouth plain trap supplied, fitted and fixed Supplying, fitting & fixing approved patent vent cowl I.C.I,

Supplying, fitting & fixing Cast Iron Fresh air inlet valve Supplying, fitting & fixing Cast iron inverted single (a) With valamoid joints including sealing the top with

Supplying, fitting & fixing Cast iron inverted double (a) With valamoid joints including sealing the top with

Supplying,fitting and fixing cast iron 'P' or'S' trap (A) 'P' Trap

(B) 'S' Trap

Supplying, fitting and fixing cast iron extension pipes for

(v) 100 mm X 450 mm

(c) Extension 50 mm two way (i) 100 mm X 375 mmSupplying, fitting and fixing with cement jointing (3:1) salt

Supplying, fitting and fixing with cement jointing (3:1) with

Supplying, fitting and fixing yard gully with approved

Cast Iron fittings for soil pipe line conforming to I.S.

(I) With valamoid joint including sealing the top with

(b) Double junction of 150 mm.dia X 100 mm.dia X 100 (i) With valamoid joints including sealing the top with

(c) Double Y junction of 150 mm.dia X 100 mm.dia X 100 (i) With valamoid joints including sealing the top with

N.B. For any junction without door the rate for above Supply of UPVC pipes (B Type) & fittings conforming to

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66 v) Double Socketed 1.2 Meter Length66 (a) 75 mm metre 238.0066 (b) 110 mm metre 345.006667 (a) 75 mm metre 246.0067 (b) 110 mm metre 353.0067 (vii) Double Socketed 0.60 Meter Length67 (a) 75 mm metre 256.0067 (b) 110 mm metre 366.0067 (B) Fittings67 (i) Coupler67 (a) 75 mm Each 48.0067 (b) 110 mm Each 89.0067 (c) 160 mm Each 276.0067 (ii) Plain Tee67 (a) 75 mm Each 84.0067 (b) 110 mm Each 162.0067 (c) 160 mm Each 535.0067 (iii) Door Tee67 (a) 75 mm Each 107.0067 (b) 110 mm Each 206.0067 (c) 160 mm Each 548.0067 iv) DoorTee(LH)&(RH)67 (a) 75 mm Each 188.0067 (b) 110 mm Each 329.0067 v) Plain Y67 (a) 75 mm Each 109.0067 (b) 110 mm Each 218.0067 (c) 160 mm Each 615.0067 vi) DoorY(LH)&(RH)68 (a) 75 mm Each 147.0068 (b) 110 mm Each 292.0068 vii) Double Y68 (a) 75 mm Each 159.0068 (b) 110 mm Each 289.0068 viii) Double Y with Door68 (a) 75 mm Each 227.0068 (b) 110 mm Each 364.0068 ix) Bend 45°68 (a) 75 mm Each 57.0068 (b) 110 mm Each 94.0068 (c) 160 mm Each 309.0068 x) Bend 87.5°68 (a) 75 mm Each 64.0068 (b) 110 mm Each 126.0068 (c) 160 mm Each 356.0068 xi) Door Bend (T.S.)68 (a) 75 mm Each 87.0068 (b) 110 mm Each 155.0068 (c) 160 mm Each 391.0068 ii) Door Bend (LH) & (RH)68 (a) 75 mm Each 133.0068 (b) 110 mm Each 299.0068 iii) Cross Tee68 (a) 75 mm Each 153.0068 (b) 110 mm Each 196.0068 iv) Cross Tee with Door68 (a) 75 mm Each 228.0068 (b) 110 mm Each 252.0069 xv) Vent Cowl69 (a) 75 mm Each 27.0069 (b) 110 mm Each 35.0069 (c) 160 mm Each 60.0069 xvi) Pipe Clip69 (a) 75 mm Each 17.0069 (b) 110 mm Each 22.0069 (c) 160 mm Each 46.006969 75 mm Each 151.0069 xviii) W.C. Connector (450 mm long) W / lipring69 75 mm Each 293.0069 xix) W.C. Connector Bend W / lipring69 75 mm Each 165.0069 xx) 125/110 P Trap with W.C. Ring69 75 mm Each 359.0069 xxi) 110 X HOP Trap69 75 mm Each 296.0069 xxii) 125/110 S Trap with W.C. Ring69 75 mm Each 582.0069 xxiii) 110/110 S Trap69 75 mm Each 458.0069 xxiv) 125/110 Q Trap with W.C. Ring69 75 mm Each 498.0069 xxv) 110/110 Q Trap69 75 mm Each 365.0069 xxvi) Reducer 110 X 75 mm69 75 mm Each 84.0069 xxvii) Reducing Tee (110 X 75 mm)69 75 mm Each 151.0070 xxviii) Reducing Tee (160 X 110 mm)70 75 mm Each 427.0070 xxix) Passover70 (a) 75 mm Each 301.0070 (b) 110 mm Each 429.0070 xxx) Cleaning Pipe70 (a) 75 mm Each 98.0070 (b) 110 mm Each 192.0070 (c) 160 mm Each 485.0070 xxxi) Plain Floor Trap with Top tile & Strainer70 75 mm Each 152.0070 xxxii) Plain Floor Trap without Top tile & Strainer70 75 mm Each 153.0070 xxxiii) Multi Floor Trap with Top tile & Strainer70 75 mm Each 181.0070 xxxiv) Multi Floor Trap without Top tile & Strainer70 75 mm Each 182.0070 xxxv) Socket Plug70 (a)75 mm Each 44.0070 (b)110 mm Each 57.0070 xxxvi) Reducing Door Tee 160 X 110 mm70 75 mm Each 469.0070 xxxvii) Reducing Door Tee 160 X 75 mm70 75 mm Each 184.0070 xxxviii) Reducing Tee 160 X 75 mm70 75 mm Each 427.0070 xxxix) Reducing Y110 X 75 mm70 75 mm Each 168.007070 75 mm Each 89.0071 xli) Branch Saddle 110X50 mm 75 mm Each 83.0071 xlii) Branch Saddle 110X40 mm 75 mm Each 74.0071 xliii) Branch Saddle 75X50 mm 75 mm Each 21.0071 xliv) Branch Saddle 75X40 mm 75 mm Each 22.0071 xlv) Round Jali 75 mm Each 23.0071 xlvi) Door Cap

(a) 75 mm Each 39.00(b) 110 mm Each 54.00

71 xlvii) W.C. Ring 110 mm Each 132.0071 xlviii) Lip Ring 110 mm Each 64.0071 xlix) Door Gasket

(a) 75 mm Each 6.00(b) 110 mm Each 8.00

71 L) Rubber Ring71 (a) 75 mm Each 14.0071 (b) 110 mm Each 18.0071 (c) 160 mm Each 32.0071 Li) Nahani Trap 90 mm Each 111.0071 C) Rubber Lubricant 500 ML 211.0072 D) .. Solvent Cement 250 ML 250 ML 119.0072 2472 (A)Above ground72 (i) 75 mm dia. metre 30.0072 (ii) 110 mm dia. metre 38.0072 (iii) 160 mm dia. metre 44.0072 (B)Under ground72 (i) 75 mm dia. metre 47.0072 (ii) 110 mm dia. metre 55.0072 (iii) 160 mm dia. metre 61.00

vi) Double Socketed 0.9 Meter Length

xvii) W.C. Connector (150 mm long) 125 X 110(W/WC

xl) Branch Saddle 110 X 75 mm

500 ML

Labour for fitting and fixing. U.P.V.C. pipes for above

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72 (b) Repair Works72 172 (i) 50 mm metre 19.0072 (ii) 75 mm metre 23.0072 (iii) 100 mm metre 28.0072 (iv) 150 mm metre 34.0072 272 (i) 50 mm metre 23.0073 (ii) 75 mm metre 34.0073 (iii) 100 mm metre 45.0073 (iv) 150 mm metre 56.0073 3 Melting out lead caulked joint.73 (i) 50 mm metre 10.0073 (ii) 75 mm metre 14.0073 (iii) 100 mm metre 17.0073 (iv) 150 mm metre 23.0073 473 (i) 150 mm (2.07 kg of lead) each 368.0073 (ii) 100 mm (1.25 kg of lead) each 232.0073 (iii) 75 mm (0.87 kg of lead) each 162.0073 (iv) 50 mm (0.56 kg of lead) each 110.0073 5 each 64.0073 6 each 20.0073 7 metre 69.0073 8 set 71.0073 9 Dismantling yard gully with gratings,

(i) 100 mm each 22.0073 (ii) 150 mm each 22.0073 (iii) 225 mm each 33.0074 (iv) 300 mm each 33.0074 1074 (i) 100 mm each 13.0074 (ii) 150 mm each 13.0074 (iii) 225 mm each 22.0074 (iv) 300 mm each 22.0074 11 Removing chokage of yard gully. each 15.0074 12 metre 7.0074 (b) Overground metre 6.0074 13 each 56.00

75 (B)-(III) WATER CLOSETS AND URINALS75 (a) Original Works75 175 (i) 580 mm long each 803.0075 (ii) 510 mm long each 734.0075 (iii) 450 mm long each 712.0075 275 (a) With 'P' trap each 1279.0075 (b) With 'S' trap each 1372.0075 375 (a) With 'P' trap (with vent) each 2941.0075 each 3126.007575 475 (i) 580 mm X 440 mm each 1660.0075 (ii) 530 mm X 410 mm each 1502.0075 575 (i) 590 mm X 390 mm X 380 mm each 2937.0075 (ii) 465 mm X 355 mm X 265 mm each 766.0076 (iii) Corner urinal 430 mm X 340 mm X 260 mm each 1061.0076 676 (i) 450 mm X 350 mm each 1049.0076 776 (i) 600 mm X 100 mm76 (a) Salt glazed stone ware metre 119.0076 (b) White vitreous chinaware metre 546.0076 (ii) 600 mm X 150 mm76 (a) Salt glazed stone ware " metre 156.0076 (b) White vitreous chinaware metre 729.0076 (A) Extra for item 7(i)(b) & 7(ii)(b)76 (i) Channel with outlet, stop end metre 36.0076 metre 238.0076 876 Each Pair 47.0076 Each Pair 195.0076 976 a) E.W.C.76 i) Plastic (hallow type) black each 298.0076 ii) Plastic (hallow type) white each 379.0076 iii) Bestolite (solid type) black each 559.0077 (iv) Bestolite (solid type) white each 762.0077 (b) Anglo Indian77 (i) Plastic (hallow type) black each 352.0077 (ii) Plastic (hallow type) white each 405.0077 1077 i) Polythene Flush Pipe each 112.0077 ii) C. P. Flush Pipe each 276.0077 1177 (a) C.P. urinal flush pipe fittings range of one each 448.0077 (b) C.P. urinal flush pipe fittings range of two each 1043.0077 (c) C.P. urinal flush pipe fittings range of three each 1459.0077 12 sq. m. 2753.007777 13 each 1246.0077 1477 (i) 450 mm X 300 mm each 334.0077 (ii) 600 mm X 450 mm each 441.0077 1577 (a) Ordinary type with 5.5 mm sheet glass77 (i) 450 mm X 125 mm «?ach 322.0077 (ii) 600 mm X 125 mm each 370.0077 16 Supplying, fitting and fixing liquid soap container.77 (a) Cromium plated. each 428.0077 (b) PTMT(Prayag or equivalent) each 196.0078 (c ) Fibre glass each 182.0078 (d) Polythene each 89.0078 17 Supplying, fitting and fixing soap holder.78 (a) PTMT(Prayag or equivalent) each 164.0078 (b) Fibre glass each 64.0078 (c) Polythene each 50.0078 18 each 488.0078 19 each 184.0078 20 each 247.0078 21 Supplying, fitting and fixing towel rail with two brackets.78 (a) C.P. over brass78 (i) 25 mm dia. and 450 mm long each 301.0078 (ii) 25 mm dia. and 600 mm long each 339.0078 (iii) 25 mm dia. and 750 mm long each 395.0078 (b) Aluminium78 (i) 25 mm dia. and 450 mm long each 83.0078 (ii) 25 mm dia. and 600 mm long each 107.0078 (iii) 25 mm dia. and 750 mm long each 154.0078 2278 (i) Roll type size 250 mm X 125 mm each 297.0078 (ii) Box type size 175 mm X 150 mm each 341.0078 (iii) Recess roll type size 150 mm X 150 mm each 341.0078 2379 (i) Recessed soap tray of size 150 mm X 150 mm each 375.0079 24 each 555.0079797979 (c) Burgandy, Emerald green - by 200%79 (b) Repair Works79 1 Foot rest for Indian pattern water closet.79 (a) Dismantling pair 11.0079 (b) Refixing pair 13.0079 2 each 28.0079 3 each 44.0079 4 Dismantling E.P. or Anglo-Indian W.C. each 28.0079 5 Refixing E.P. or Anglo-Indian W.C. each 55.0079 6 each 28.0079 7 each 55.0079 8 Dismantling urinal. each 21.0079 9 Refixing urinal. each 22.0079 10 Dismantling flush pipe of water closet. each 11.0079 11 Refixing flush pipe of water closet. each 14.0080 12 each 22.00

Dismantling H.C.I, pipe with fittings including melting lead

Refixing H.C.I, pipe with fittings including lead caulked

Renewing lead caulked joints for H.C.I, pipe with new

Renewing cast iron inspection door with bolts and nuts Dismantling door of H.C.I, bend or junction and taking out Cutting out patent stone / mosaic floor for embedding Renewing door of H.C.I, bend or junction with new bolts

Refixing yard gully including necessary cement brick

Removing chokage of H.C.I, or S.W. pipe with split

Scraping the hard scum of' 'S' trap carefully to render the

Supplying, fitting and fixing Shallow water closet Indian

Supplying, fitting and fixing E.W.C. in white glazed

Supplying, fitting and fixing Anglo-Indian W.C. in white

(b) With 'S1 trap (with vent)N.B. For W.C. with trap without vent the rate will be Supplying, fitting and fixing Orissa pattern water closet in

Supplying, fitting and fixing Flat back urinal (half stall

Supplying, fitting and fixing Squating plate with integral

Supplying, fitting and fixing Half round,channel with or

(ii) Channel with 'L' or ' T'Supplying, fitting and fixing Foot rest for water closet of (a) Artificial stone (1:2:4) with 6 mm stone chips and (b) Porcelain of approved make.Supplying, fitting and fixing Closet seat of approved

Supplying,fitting and fixing 32 mm dia. Flush Pipe of

Supplying, fitting and fixing urinal flush pipe fittings of

Supplying, fitting and fixing 25 mm thick marble partition chawk doongri marbel square cut, both sides polished Supplying, fitting and fixing porcelain partition wall of Supplying, fitting and fixing bevelled edged mirror 5.5

Supplying, fitting and fixing glass shelf with aluminium

Supplying, fitting and fixing best quality Indian make Supplying, fitting and fixing Tooth brush and Tumbler Supplying, fitting and fixing PTMT Smart Shelf of

Supplying, fitting and fixing porcelain toilet paper holder

Supplying, fitting and fixing porcelain soap tray of

Supplying, fitting and fixing bathroom shelf of approved N.B. For coloured sanitary wares rates will be enhanced (a) Sky blue, Venetian pink, Min. green, Turquoise, (b) Roman brown, Fern green, Misty lilac, Orange,

Dismantling Indian W.C. including taking out base Refixing Indian W.C. excluding cost of base concrete if

Dismantling Orissa pattern W.C. including taking out of Refixing Orissa pattern W.C. Including cost of base

Refixing flush pipe/ M.S. bend/ C.P. flush pipe with I.R.

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80 13 Cleaning I.P.W.C. with acid. each 13.0080 14 Cleaning E.P. or Anglo-Indian.W.C. with acid. each 18.0080 15 Cleaning urinal with channel with acid. Each Set 13.0080 16 Cleaning glazed tiles with acid. sq. m. 7.0080 17 Cleaning white glazed channels with acid. metre 7.0080 18 sqm 7.0080 19 Dismantling and refixing marble or mosaic partition. each 67.0080 20 Removing chokage of water closet. each 16.0080 21 Removing chokage of urinal and waste trap. each 16.0080 22 Repairing C.P. hinges of W.C. seat. each 60.0080 23 Repairing W.C. seat with brass plate and screws. set 60.0080 24 Polishing W.C. seat. set 26.0080 25 each 26.0080 27 Renewing best quality C.P. hinges for mirror. set 60.0080 28 Renewing rubber buffer with brass screws. each 11.00

81 SECTION (B)-SANITARY AND DRAINAGE WORKS81

WC – I WC-II SOUTH-WESTERN CIRCLE CENTRAL CIRCLE NC/NBCC-I/NBCC-II

81 (a) Original Works81 181 i) With Pakur variety. Each 6018.02 5609.23 5310.00 5179.33 6018.02 5873.20 5815.98 5440.14 5775.88 5723.69 5612.6981 ii) With Bazree (N.B Varity) Each 6767.58 5420.50 5247.66 5524.9381 Each 1148.42 937.22 809.61 809.61 1148.42 1039.55 934.31 833.40 1106.31 1106.31 1044.60 1651.74 973.52 891.47 990.1681 28181 A) With Pakur variety. Each 9575.94 8960.66 8548.65 8321.84 9575.94 9335.95 9255.09 8715.92 9182.94 9093.31 8917.0683 B) With Bazree(N.B Varity) Each 10218.55 8477.15 8219.09 8573.048383 A) With Pakur variety. Each 9248.72 8633.44 8233.32 8006.52 9248.72 9008.74 8927.87 8400.59 8867.63 8778.00 8601.7383 B) With Bazree(N.B Varity) Each 9831.86 8090.44 7847.25 8201.218383 A) With Pakur variety. Each 9945.53 9259.64 8838.74 8575.36 9945.53 9676.34 9590.34 9020.98 9529.15 9424.03 9222.9783 B) With BazreefN.B Varity) Each 10999.87 8864.54 8619.38 9064.348383 A) With Pakur variety. Each 10272.74 9586.86 9154.06 8890.69 10272.74 10003.56 9917.55 9336.30 9844.47 9739.34 9538.2883 B) With BazreefN.B Varity) Each 11327.09 9191.75 8934.69 9379.6683 (v) Extra for additional depth beyond 1.5 metre.83 (a)For(i)and(ii) 2616.05 ' 2439.34 2188.65 2188.65 2616.05 2584.63 2554.27 2288.11 2482.62 2482.62 2464.82 3166.43 2449.83 2304.87 2449.1183 (b) For (iii) and (iv) 2772.10 2582.31 2313.88 2313.88 2772.10 2738.18 2705.41 2420.50 2629.49 2629.49 2610.27 3362.88 2593.62 2438.57 2593.3283 385 (i) For 10 users85 A) With Pakur variety. Each 29984.38 28401.34 27128.03 26652.43 29984.38 29456.05 29261.29 27674.40 28956.39 28764.99 28377.9685 B)WithBazree(N.BVarity) 32993.09 27708.22 26971.71 28073.1785 (ii) For 20 users85 A) With Pakur variety. Each 39712.61 37612.08 35857.43 35260.23 39712.61 39028.74 38764.87 36606.04 38339.59 38098.82 37600.9585 B) With Bazree(N.B Varity) 43838.47 36750.47 35734.69 37208.8185 (Hi) For 30 users85 A) With Pakur variety. Each 51280.80 48345.73 46053.93 45140.63 51280.80 50276.85 49910.97 47037.27 49395.45 49030.88 48294.1585 B) With BazreefN.B Varity) 56731.26 46998.76 45682.25 47709.1985 (iv) For 50 users85 A) With Pakur variety. Each 74921.87 70524.10 67318.71 65824.87 74921.87 73369.41 72856.40 68724.27 72130.49 71534.22 70378.3885 B) With BazreefN.B Varity) 82505.46 68173.18 66347.28 69352.2285 v) For 100 users85 A) With Pakur variety. Each 95426.49 89805.38 86040.77 83959.31 95426.49 93363.84 92745.38 87727.89 91911.99 91081.15 89526.7085 B) With BazreefN.B Varity) Each 104605.88 86662.62 84519.88 88303.9485 vi) For 200 users85 A) With Pakur variety. Each 149479.75 139850.36 133933.33 130081.68 149479.75 145837.49 144859.63 136670.25 143545.60 142008.35 139228.7785 B) With BazreefN.B Varity) Each 164147.80 133977.39 130641.02 137051.2487 4 Each 13058.22 12182.26 11080.38 11015.25 13058.22 12843.96 12747.82 11514.28 12386.53 12360.53 12264.61 15453.71 12259.54 11745.94 12288.6687 5 Each 210.61 210.61 210.61 210.61 210.61 1 210.61 210.61 210.61 210.61 210.61 210.61 230.84 210.61 210.61 210.6187 6 Each 735.98 622.37 506.54 560.09 737.17 655.57 733.74 533.96 621.77 621.77 616.42 942.56 617.01 574.65 608.9289 (a) Original Works89 7

(i) 450 mm dia. each 234.0089 (ii) 560 mm dia. each 308.0089 889 each 4570.0089 Cover: 700 mm X 100 mm89 Frame: 900 mm X 200 mm89 Weight: 250 kg (approx)89 each 3806.0089 Cover: 630 mm X 100 mm89 Frame: 780 mm X 180 mm89 Weight: 200 kg (approx)89 each 3471.0089 Cover: 600 mm X 75 mm89 Frame: 750 mm X 150 mm89 Weight: 140 kg (approx)89 each 2803.0089 Cover: 460 mm X 75 mm89 Frame: 620 mm X 150 mm89 Weight: 105 kg (approx)89 each 3326.0089 Cover: 600 mm X 75 mm90 Frame: 750mm X 150 mm90 Weight: 140 kg (approx)90 each 2857.0090 Cover: 550 mm X 65 mm90 Frame: 650 mm X 135 mm90 Weight: 105 kg (approx)90 each 1407.0090 Cover: 450 mm X 50 mm90 Frame: 540 mm X 100 mm90 Weight: 47 kg (approx)90 each 1032.00

Cover: 450 mm X 40 mm90 Frame: 540 mm X 80 mm90 Weight: 35 Kg. (approx)90 each 1876.0090 Cover: 425 mm X 380 mm X 55 mm90 Frame: 585 mm X 545 mm X 175 mm90 Weight: 96 kg (approx)90 each 349.0090 Cover: 275 mm X 230 mm X 30 mm90 Frame: 350 mm X 300 mm X 75 mm90 Weight: 14 kg (approx)90 991 a)Round91 i) 450 mm X100 mm X 21 kg (approx.) each 1732.0091 ii) 450 mm X 100 mm X 25 kg (approx.) each 2066.0091 (iii) 450 mm X 100 mm X 50 kg (approx.) each 3908.0091 (iv) 450 mm X 100 mm X 75 kg (approx.) each 5898.0091 (b)Square91 (i) 450 mm X 450 mm X 16 kg (approx.) each 1383.0091 (ii) 450 mm X 450 mm X 50 kg (approx.) each 3940.0091 (iii) 600 mm X 600 mm X 32 kg (approx.) each 2906.0091 (i) 600 mm X 600 mm X 50 kg (approx.) each 3946.0091 (c) Rectangular91 (i) 600 mm X 450 mm X 25 kg (approx.) each 1677.0091 (i) 600 mm X 450 mm X 32 kg (approx.) each 2136.0091 (i) 600 mm X 450 mm X 50 kg (approx.) each 3359.0091 (b) Repair Works91 1 Dismantling & Refixing pit cover each 22.0091 2 Cleaning silt of inspection pit. each 92.0091 391 (a) Upto 20 users:-91 (i) Within a lead of 150 metre Each 1118.0091 Each 1696.0091 (b) Upto 30 users:-92 (i) Within a lead of 150 metre Each 1229.0092 Each 2326.0092 (c) Upto 50 users:-92 (i) Within a lead of 150 metre Each 1339.0092 Each 2683.0092 (d) Upto 100 users:-92 (i) Within a lead of 150 metre Each 1577.0092 Each 3141.0092 (e) Upto 200 users:-92 (i) Within a lead of 150 metre Each 2017.0092 Each 4278.0092 4 each 1164.0092 5 Cleaning silt of master trap pit. each 678.0092 6 Making connection with the existing pit. each 55.00

93 SECTION (C)-MATERIALS AND LABOUR ETC

Cleaning and polishing marble or mosaic partition

Rectifying leakage of W.C. by new joints by methor

(B)-(IV) INSPECTION PIT, SEPTIC TANK, SOAK PIT

PC-I/PC-II /EC/SC/BNC

K o l k a t a / 2 4 P g s ( N & S ) / A r e a o f K a l y a n i S u b D i vB r d h a m a nP u r u li aB i r b h u mHowrah / M e d i n i p u r ( E )M e d i n i p u r ( W )B a n k u r aN a d i aM u r s h i d a b a dM a l d aD a r j e e li n g e x c e p t p l a i n s o f S il i g u r i S u b - D i vJ a l p a i g u r i & p l a i n s o f S il i g u r i S u b - D i v & A r e a o f H a l d i b a r i P . S .C o o c h b e h a r e x c l u d i n g t h e a r e a o f H a l d i b a r i P . S .U t t a r / D a k s h i n D i n a j p u r D i s t.

(a) Original Works Constructing Inspection pit of inside

iii) Extra for each additional depth of 150 mm or part Constructing Inspection pit to a depth of 1.5 metre (i) 900 mm X 750 mm (inside) chamber including fitting and

(ii) 900 mm X 750 mm (inside) chamber including fitting

(iii) 1050 mm X 750 mm (inside) chamber including fitting

(iv) 1050 mm X 750 mm (inside) chamber including fitting

Per Per

Construction of septic tank of different capacities as per

Construction of circular soak well 2.5 metre deep in all Open jointed stone ware pipe 100 mm dia. supplied, laid Construction of soak gallery (600 mm X 450 mm) with

Supplying, fitting and fixing in position R.C.C. Manhole/

Supplying, fitting and fixing in position reinforced (i) 35 MT load bearing capacity round manhole cover

(ii) 25 MT load bearing capacity round manhole cover

(iii) 20 MT load bearing capacity round manhole cover

(iv) 15 MT load bearing capacity round manhole cover

(v) 12 MT load bearing capacity round manhole cover

(ii) 5 MT load bearing capacity round manhole cover

(iii) 3 MT load bearing capacity round manhole cover

(iv) 1 MT load bearing capacity round manhole cover

(v) 5 MT Joad bearing capacity gully pit cover with frame

(vi) Light duty gully pit cover (yard gully) with with frame

Supplying, fitting and fixing in position C.I. manhole/ pit

Removing sludge from septic tank, soak well etc. by

(ii) Beyond a lead of 150 metre and outside the Municipal




(ii) Beyond a lead of 150 metre and outside the Municipal Cleaning soak pit by removing the top slab and replacing

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93 (C)-(I) MISCELLANEOUS93 1 metre 18.0093 2 metre 18.0093 3 metre 48.0093 4 606.0093 593 (i) Upto 25 mm dia. pipe metre 12.0093 (ii) Above 25 mm dia. and upto 40 mm dia. pipe metre 14.0093 (iii) Above 40 mm dia. and upto 80 mm dia. pipe metre 17.0093 6 Renewing gas tubing upto 1.00 metre. each 45.0093 7 Renewing 50 mm gas syphon. each 224.0093 8 each 24.0093 9 each 46.0093 10 Renewing 15 mm C.P. over brass spreader. each 261.0093 11 Renewing 15 mm G.I. spreader. each 53.0093 12 Dismantling and refixing 15 mm brass spreader. each 15.0093 13 Dismantling and refixing water distiller. each 44.0093 14 each 80.0093 repair, greasing and cleaning 50 mm dia.94 1594 (i) Upto 100 mm dia. pipe metre 43.0094 (ii) Above 100 mm dia. and upto 200 mm dia. pipe metre 58.0094 (iii) Above 200 mm dia. and upto 300 mm dia. pipe metre 85.0094 (iv) Above 300 mm dia pipe metre 140.0094 1694 (i) 100 mm dia. pipe metre 327.0094 (ii) 150 mm dta. pipe metre 470.0094 (iii) 200 mm dia, pipe metre 589.0094 1794 (i) 15 mm each 19.0094 (ii) 20 mm each 24.0094 (iii) 25 mm each 29.0094 (iv) 32 mm each 36.0094 (v) 40 mm each 40.0094 [vi) 50 mm each 44.0094 [vii) 65 mm each 48.0095 18 each 23.0095 grating with bituminous paint.95 19 each 16.009595 20 Renewing rose headed nails 100mm. Each Set 8.0095 21 each 25.0095 etc.95 229595 (i) 25 mm size Each Set 151.0095 (ii) 32 mm size Each Set 168.0095 (iii) 40 mm size Each Set 185.0095 (iv) 50 mm size Each Set 192.0095 239595 (i) Upto 100 mm metre 44.0095 (ii) 150 mm metre 12.0095 (iii) 225 mm metre 44.0095 (iv) 300 mm metre 44.0095 24 Renewing hinged gully grating with frame.95 each 21.0095 each 33.0095 each 42.0095 each 111.0095 2596 (i) 375 mm X 300 mm X 40 mm X 18 kg each 1446.0096 (ii) 375 mm X 300 mm X 75 mm X 25 kg each 1963.0096 (iii). 450 mm X 375 mm X 150mm X 40 kg each 3042.0096 (iv) 500 mm x 400 mm X 150 mm X 75 kg each 5568.0096 (v) 600 mm x 450 mm X 100 mm X 80 kg each 5691.0096 26 Renewing 75 mm rubber washer. each 16.0096 27 Renewing fly or spindle. each 32.0096 28 cum 195.0096 2996 (i) 100 mm dia. each 178.0096 (ii) 150 mm dia. each 211.00

97 SECTION (C)-MATERIALS AND LABOUR ETC97 (C)-(II) COST OF MATERIALS97 1

(a) 15 mm dia.97 (i) Light quality metre 109.0097 (ii) Medium quality metre 133.0097 (b) 20 mm dia.97 (i) Light quality metre 141.0097 (ii) Medium quality metre 151.0097 (c) 25 mm dia.97 (i) Light quality metre 184.0097 (ii) Medium quality metre 215.0097 (d) 32 mm dia.97 (i) Light quality metre 204.0097 (ii) Medium quality metre 236.0097 (e) 40 mm dia.97 (i) Light quality metre 260.0097 (ii) Medium quality metre 270.0097 (f) 50 mm dia.97 (i) Light quality metre 310.0097 (ii) Medium quality metre 364.0097 (g) 65 mm dia.97 (i) Light quality metre 434.0097 (ii) Medium quality metre 472.0097 (h) 80 mm dia.97 (i) Light quality metre 509.0097 (ii) Medium quality metre 624.0098 (i) 100 mm dia.98 (i) Medium quality metre 887.0098 (ii) Heavy quality metre 1032.0098 j) 125 mm dia.98 (i) Medium quality metre 1163.0098 (ii) Heavy quality metre 1302.0098 (k) 150 mm dia.98 (i) Medium quality metre 1371.0098 (ii) Heavy quality metre 1500.0098 2 Supply of galvanised iron socket with I.S.I, mark.98 (i) 15 mm dia each 11.0098 (ii) 20 mm dia. each 16.0098 (iii) 25 mm dia. each 24.0098 (iv) 32 mm dia. each 37.0098 (v) 40 mm dia. each 50.0098 (vi) 50 mm dia. each 82.0098 (vii) 65 mm dia. each 142.0098 [viii) 80 mm dia. each 198.0098 [ix) 100 mm dia. each 346.0098 3 Supply of galvanised iron jamnut.98 (i) 15 mm each 6.0098 ji) 20 mm each 8.0098 jii) 25 mm each 10.0098 iv) 32 mm each 17.0099 (v) 40 mm 24.0099 (vi) 50 mm each 38.0099 (vii) 65 mm each 56.0099 (viii) 80 mm each 73.0099 (ix) 100 mm each 101.0099 4 Supply of G.I. plug99 (i) 15 mm each 7.0099 (ii) 20 mm each 9.0099 (iii) 25 mm each 15.0099 (iv) 32 mm each 29.0099 (v) 40 mm each 35.0099 (vi) 50 mm each 51.0099 (vii) 65 mm each 106.0099 (viii) 80 mm each 140.0099 (ix) 100 mm each 201.0099 5 Supply of G.'l. reducing socket with I.S.I, mark.99 (i) 20 mm each 16.0099 (ii) 25 mm each 23.0099 (iii) 32 mm each 33.0099 (iv) 40 mm each 48.0099 (v) 50 mm each 63.0099 (vi) 65 mm each 97.0099 (vii) 80 mm each 237.0099 (viii) 100 mm each 410.00

Cutting trench thorugh passage upto 40 mm wide Cutting out asphaltum road and restoring the same with Cutting trench upto 1.00 metre deep through masonry Opening out mud holes of boiler, grinding the same to Each Decarbonising and cleaning gas pipe including

Tracing out underground pipe or pit by opening out test Cutting hole through wall, roof or cornice and mending

Dismantling large distilling or cooking gas burner cock,

Labour for jointing and lowering G.I. or E.R.W. M.S.

Labour charges for making slots in E.R.W. M.S. pipe as

Dismantling ball cock and refixing the same after repair

Cleaning and removing silt from choked up gully pit

Cleaning, scraping and removing sediment etc. from through latrine seat including cleaning with acid by

Repairing 25 mm to 40 mm pit valve including renewing

Renewing spindle valve and wheel of fire-hydrant

Dismantling and refixing drain pipe including cutting

i) 100 mm X100 mmii) 150 mm X 150 mmiii) 225 mm X 225 mmiv) 300 mm X 300 mmRenewing gully grating.

Cleaning rubbish, sludge, weeds scum, liquid earth, mud Repairing damaged lead caulked joint by cutting trench

Supply of G.I. pipes of TATA make including necessary

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99 6 Supply of G.I. bend.99 (I) 15 mm each 36.00100 (ii) 20 mm each 54.00100 (iii) 25 mm each 69.00100 (iv) 32 mm each 84.00100 (v) 40 mm each 112.00100 (vi) 50 mm each 139.00100 (vii) 65 mm each 251.00100 (viii) 80 mm each 374.00100 (ix) 100 mm each 723.00100 7100 (i) 15 mm each 17.00100 (ii) 20 mm each 27.00100 (iii) 25 mm each 45.00100 (iv) 32 mm each 70.00100 (v) 40 mm each 94.00100 (vi) 50 mm each 142.00100 (vii) 65 mm each 242.00100 (viii) 80 mm each 372.00100 (ix) 100 mm each 653.00100 8 Supply of G.I. plain tee of approved brand and make100 (i) 15 mm each 27.00100 (ii) 20 mm each 27.00100 (iii) 25 mm each 63.00100 (iv) 32 mm each 91.00100 (v) 40 mm each 125.00101 (vi) 50 mm each 199.00101 (vii) 65 mm each 317.00101 (viii) 80 mm each 440.00101 (ix) 100 mm each 777.00101 9 Supply of pendent tee with I.S.I, mark.101 (i) 15 mm X 15 mm X 20 mm each 26.00101 (ii) 15 mm X 15 mm X 25 mm each 40.00101 (iii) 20 mm X 20 mm X 25 mm each 40.00101 (iv) 25 mm X 25 mm X 32 mm each 60.00101 (v) 25 mm X 25 mm X 50 mm each 118.00101 (vi) 32 mm X 32 mm X 40 mm each 93.00101 (vii) 40 mm X 40 mm X 50 mm each 118.00101 10 Supply of G.I. reducing tee of approved brand and make101 (i) 20 mm X 15 mm each 47.00101 (ii) 25 mm X 15 mm each 70.00101 (iii) 25 mm X 20 mm each 70.00101 (iv) 32 mm X 15 mm each 101.00101 [V) 32 mm X 20 mm each 101.00101 [vi) 32 mm X 25 mm each 101.00101 [vii) 40 mm X 15 mm each 137.00101 each 137.00101 ix) 40 mm X 25 mm each 137.00101 each 137.00101 each 219.00101 each 219.00102 (xiii) 50 mm X 25 mm each 219.00102 (xiv) 50 mm X 32 mm each 219.00102 (xv) 50 mm X 40 mm each 219.00102 (xvi) 65 mm X 50 mm each 342.00102 (xvii) 80 mm X 50 mm each 484.00102 (xviii) 100 mm X 80 mm each 855.00102 (xix) 100 mm X 65 mm each 855.00102 11 Supply of G.I. nipple standard 50 mm long.102 (i) 15 mm each 8.00102 (ii) 20 mm each 10.00102 (iii) 25 mm each 14.00102 (iv) 32 mm each 16.00102 (v) 40 mm each 18.00102 (vi) 50 mm each 23.00102 (vii) 65 mm each 38.00102 (viii) 80 mm each 35.00102 12102102 (i) 15 mm each 38.00102 (ii) 20 mm each 47.00102 (iii) 25 mm each 65.00102 (iv) 32 mm each 76.00102 (v) 40 mm each 87.00102 (vi) 50 mm each 117.00102 (vii) 65 mm each 184.00102103 (viii) 80 mm each 245.00103 (ix) 100 mm each 362.00103 13 Supply of G.I. union.103 (i) 15 mm each 47.00103 (ii) 20 mm each 72.00103 (iii) 25 mm each 101.00103 (iv) 32 mm each 146.00103 (v) 40 mm each 181.00103 (vi) 50 mm each 276.00103 (vii) 65 mm each 542.00103 (viii) 80 mm each 764.00103 (ix) 100 mm each 1031.00103 14 Supply of G.I. cross.103 (i) 15 mm each 44.00103 (ii) 20mm each 62.00103 (iii) 25 mm each 99.00103 (iv) 32 mm each 157.00103 (v) 40 mm each 208.00103 (vi) 50 mm each 316.00103 15103 long)103 (i) 15 mm each 21.00103 (ii) 20 mm each 27.00103 (iii) 25 mm each 37.00103 (iv) 32 mm each 42.00104 (v) 40 mm each 48.00104 (vi) 50 mm each 64.00104 (vii) 65 mm each 87.00104 (viii) 80 mm each 109.00104 (ix) 100 mm each 156.00104 16 Supply of G.I. reducing elbow.104 (i) 20 mm X 15 mm each 30.00104 (ii) 25 mm X 15 mm each 49.00104 (iii) 25 mm X 20 mm each 49.00104 (iv) 32 mm X 15 mm each 77.00104 (v) 32 mm X 20 mm each 77.00104 (vi) 32 mm X 25 mm each 77.00104 (vii) 40 mm X 15 mm each 103.00104 (viii) 40 mm X20 mm each 103.00104 (ix) 40 mm X 25 mm each 103.00104 (x) 40 mm X 32 mm each 103.00104 (xi) 50 mm X 15 mm each 156.00104 (xii) 50 mm X 20 mm each 156.00104 (xiii) 50 mm X 25 mm each 156.00104 (xiv) 50 mm X 32 mm each 156.00104 (xv) 50 mm X 40 mm each 156.00104 (xvi) 65 mm X 50 mm each 156.00104 (xvii) 80 mm X 50 mm each 156.00104 (xviii) 100 mm X 80 mm each 156.00104 (xix) 100 mm X 65 mm each 409.00105 17105 (i) 100 mm dia. (internal) metre 858.00105 (ii) 150 mm dia. (internal) metre 1254.00105 (iii) 200 mm dia. (internal) metre 1592.00105 (iv) 250 mm dia. (internal) metre 1996.00105 (v) 300 mm dia. (internal) metre 2394.00105105 (i) 200 mm dia. (internal) metre 2510.00105 (ii) 300 mm dia. (internal) metre 3780.00105

106 SECTION (C)-MATERIALS AND LABOUR ETC106106 1 Plumbing mistry each 200.00106 2 Mazdoor each 150.00106 3 Methor mistry each 200.00106 4 Methor mazdoor each 185.00106 5 Plumbing helper each 170.00106

Supply of G.I. plain equal elbow of approved brand and

[viii) 40 mm X 20 mm

x) 40 mm X 32 mmxi) 50 mm X 15 mmxii) 50 mm X 20 mm

Supply of long screw (150 mm long) of TATA make with

Supply of G.I. short piece of TATA make (Above 50mm &

(A) Sypply of E.R.W.M.S. black pipe of of TATA

(B) Supply of E.R.W.M.S. black pipe of approved

N.B. The rates for supply of non TATA but I.S.I, marked G.I.

(C)-(III) WAGES OF VARIOUS CATEGORIES OF

Note: The above rates of labour are exclusive of 10%

RECOMMENDATION ON SELECTION OF DIAMETER

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Diameter of Delivery Main Diameter of Branch Pipe2 inch 1 ½ inch 1 ¼ inch 1 inch ¾ inch ½ inch

2 inch 1 2 3 6 12 321 ½ inch — 1 2 3 6 161 ¼ inch — — 1 2 4 101 inch — — — 1 2 6¾ inch — — — — 1 3½ inch — — — — — 1

DETAILS OF SEPTIC TANKNO. OF USER LI L2 B F H200 5900 3000 2700 1400 1700100 3800 1900 2100 1400 170050 3300 1700 1600 1300 160030 2000 1000 1500 1300 160020 1500 800 1100 1300 160010 1300 700 900 1000 1300

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Description of Items Unit Remarks

4.1 Embankment Works181 1181 (a) In ordinary soil. 36.70 39.30181 40.80 43.60

181 48.90 52.40181 2181 (a) Beyond the initial lead of 50 m up to total lead of 150 m. 5.10 5.40181 (b) Beyond 150 m but up to 500 m. 6.10 6.50181 3 4.10 .4.40181 4181 (a) In ordinary soil. 32.60 34.90181 36.70 39.30181 44.90 48.00182 5 cum 8.60 9.20182 Un-compacted Earthwork182 6182182182182182 N.B.:182182182183 7183 Compacted Earth Work183 8

184 cum 17.10 17.20184 cum 17.90 18.20184 cum 18.80 19.10184 (100 m3 borrow pit earth = 115 m3 of embankment earth.)184 9184184 (a) For initial lead up to 50 m. 61.60 65.20 Ret to remarks above.185 4.60 4.90185 8.10 8.60185 4.60 4.90185 Compacted Earthwork by Mechanical means185 10 100.60 100.70185185 11 108.40186186 12 5.00 5.30186 13 41.70 45.00186 (a) With 50 m lead and 1.5m lift from roadside land in ordinary soil. 45.80 49.30186 (b) With 50 m lead and 1.5 m lift from roadside land in mixed soil. 53.90 58.10186 (c) With 50 m lead and 1.5m lift from roadside land in mixed hard soil.186 (d) With carried earth, land arranged by the department. 186 (e) With carried earth, land arranged by the contractor.186186 14 70.90 75.90

186 15 365.50 392.80187 16 197.70 198.00187 17 4.60 4.90187 18187 (a) Removal of spoils on the khad side. 11.50 12.40187 (b) Removal of spoils within a lead of 50 m. 23.10 24.70187 19187 (a) Removal of spoils on the khad side. 23.10 24.70187 (b) Removal of spoils within a lead of 50 m. 38.10 40.80187 20 4.60 4.90187 21 10.60 11.30187 22 10.40 11.10188 23188 (a) Through ordinary soil. m 5.90 6.30188 (b) Through Mixed soil. m 6.60 7.10188 (c) Through Hard rock. m 8.10 8.60

188 24 m 8.50 9.10188 25 75.10 139.00 225.00 358.00188 (a) Diameter at base up to 150 cm. 75.10 80.30188 (b) Diameter at base above 150 cm up to 275 cm. 139.00 148.00188 (c) Diameter at base above 275 cm up to 375 cm. 225.00 241.00188 (d) Diameter at base above 375 cm up to 475 cm. 358.00 383.00188 26188 (i) Lead upto 100 m 188 Each 56.40 59.80188 (b) Girth at breast height above 600 mm to 900 mm Each 94.50 100.00189 (c) Girth at breast height above 900 mm to 1800 mm Each 192.00 203.00189 (d) Girth at breast height above 1800 mm to 2700 mm Each 371.00 394.00189 (e) Girth at breast height above 2700 mm to 4500 mm Each 755.00 801.00189 Each189 Each 59.40 62.80

189 (b) Girth at breast height above 600 mm to 900 mm Each 105.00 110.00

189 (c) Girth at breast height above 900 mm to 1800 mm. Each 205.00 216.00

189 (d) Girth at breast height above 1800 mm to 2700 mm. Each 388.00 411.00

189 (e) Girth at breast height above 2700 mm to 4500 mm Each 777.00 822.00

189 27 10.40 11.10189 28 20.30 20.80190 29190 41.20 43.20190 53.90 55.90

Section 4.2 - Soil Compaction & Stabilisation Work191 1 173.70191 2 106.60192 3 87.50

Page Item All districts of West Bengal and Darjeeling hill

Earthwork in excavation from borrow pits (land owned/arranged by For Item No. 1 to 3, Cost should be m3

(b) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) m3

(c) In mixed hard soil (i,e hard moorum and soil containing laterite and m3

Extra for carriage of all kinds of soil for each additional unit lead of 50m (or m3

m3

Extra for each additional unit lift of 1.5m (or part thereof) beyond the initial m3

Earthwork in cutting to form road section in correct profile including m3

(b) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.) m3

(c) In mixed hard soil (i,e hard moorum and soil containing laterite and m3

Extra for manual compaction of earth by rammers in 250 mm layers

Earth work in embankment to correct profile as per desired formation level Rates to be specified by the Engineer-in-(a) In ordinary soil.(b) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.)(c) In mixed hard soil (i,e hard moorum and soil containing laterite (Paying will be made in cubic meter on the basis of quantity arrived at on

1. This type of Earth work should be done in rural roads at inaccessible 2. Extra lead and lift are also to be considered if necessary with 3. Construct additional height of bank for future consolidation Earth work in embankment to correct profile in any kind of earth obtained m3 100 cum borrow pit earth- 115 m3 of

Earthwork in road embankment in ordinary soil to correct profile as per (Payment shall be made in m3 on finished work on the basis of pre-work and (a) In ordinary soil. paid production necessary documents in

support of payment made towards the royalties. During initial payment of bill, a deduction @ Rs. 13.25/m3 may be made.

(b) In mixed soil (i,e. clay mixed with kankar, pebbles, moorum etc.)(c) In mixed hard soil (i,e hard moorum and soil containing iaterite

Earthwork in road embankment and construction of sub-grade in all sorts (Payment will be made in m3 on the finished work as per specification on

m3

(b) Extra for each additional unit lead of 50 m (or part thereof) beyond the m3

(c) Extra for each additional unit lead of 50 m (or part thereof) beyond the m3

(d) Extra for additional unit lift of 1.5m (or part thereof) beyond the initial m3

Earthwork in embankment to correct profile with approved materials / m3

Cost of soil is to be included if the Departmental land is not available with Construction of road embankment with fly ash conforming to IRC: SP: m3 Construction wing will add cost of extra Note: The earth cover on sides and intermediate layers of earth Dressing and chilchalling Road flanks including cutting and filling with m2

Earth work in road embankment in flank (depth exceeding 150 mm) and m3 For Item No. 13 add Rs.5.00 per m3 for all m3

m3

m3

m3

m3

N.B.: Prior permission of Engineer-in-Charge should be necessary for Excavation in ordinary rock using manual means including removal of spoil within all lifts and lead upto 50 m.

m3 When space for stacking is available the serviceable stone obtained from Item No. 14 to 16 should be stacked for which an extra rate

Excavation for roadway in Hard rock (requiring chiselling where blasting is m3

Excavation for roadway in Hard rock (requiring blasting) by drilling, blasting m3

Extra costs for removal of spoil for each additional unit lift of 1.5 m (or part m3

Clearing and removing earth and/or sand slip including labour charges for m3

m3

Clearing and removing of mixed slip of (Earth mixed with moorum, kankar, m3

m3

Extra cost for removal of spoil or earth silp or mixed slip for each additional m3

Turfing with grass sods 50 mm to 80 mm thick (Turf to be arranged by the m2

Labour for roughening the berms and slopes of earthen embankment and m2

Cutting kutcha drain of 600 mm wide and depth up to 300 mm, including

Diverting water current of jhoras / small water courses during execution of Cutting uprooting and removing bamboo clusters as per direction of 80.30 148.00

Each Each Each Each

Uprooting and removing stumps and roots, compaction of backfilling and

(a) Girth at breast height upto 600 mm

(ii) Lead upto 1000 m (a) Girth (at breast height) upto 600 mm

Jungle cutting in flank and Slopes of embankment including cutting trees up to 100 m2

Supplying and laying open mesh Jute Geotextile (JGT) for slope m2 (Payment of this item will be made on the Supplying, testing and installation of 2.0 m wide Woven Jute (Payment of this item will be made on (a) Using Untreated Woven Jute Geotextile (Grey) m2

(b) Using Treated Woven Jute Geotextile with approved rot-resistant m2

Supplying, spreading and consolidation of brick bats (size 45 mm m3 Cost of 0.90 m3 of brick bats and 0.48 m3 of medium Supplying and spreading of Moorum (80%) and Sand (20%) by m3 Labour rate per cubic meter is provided, Supplying, spreading and consolidating Moorum to a depth of 75 mm at m3 Labour rate per cubic meter is

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192 4 91.10 93.40192 5 27.20 29.10192 6 18.60 ...193 7 47.00 49.30193 8 87.90194 9 49.30 50.90

Section 4.3 - Soil Boring & Testing WorksGeneral notes:

195195195 1195 (a) Preliminary Investigation: L.S. 8170.00 8740.00195 (b) Detailed Investigation: L.S. 25840.00 27650.00195 2 L.S. 1650.00 1770.00195 3 1920.00 2060.00196 4196 (a) For evaluation of Bearing Capacity & Settlement. L.S. 9840.00 10530.00196 (b) For evaluation of sub-grade modulus. L.S. 10840.00 11600.00196 5196 (a) Depth 0m to 30m : m 150.00 160.00196 (b) Depth greater than 30m upto 60m : m 200.00 220.00196 (c) Extra for boring in water (1.2m and higher depths): L.S. 9500.00 10170.00196 6197197 (i) Depth Om to 10m m. 340.00 360.00197 (ii) Depth greater than 10m and upto 20m. m. 400.00 430.00197 (iii) Depth greater than 20m and upto 30m. m. 470.00 500.00197 (iv) Depth greater than 30m. and upto 40m. m. 550.00 590.00197 (v) Depth greater than 40m and upto 50m. m. 650.00 700.00197 (vi) Depth greater than 50m and upto 60m. m. 750.00 810.00197197 (i) Depth 0m to 10m m. 290.00 310.00197 (ii) Depth greater than 10m and upto 20m. m. 350.00 380.00197 (iii) Depth greater than 20m and upto 30m. m. 420.00 450.00197 (iv) Depth greater than 30m. and upto 40m. m. 470.00 500.00197 (v) Depth greater than 40m and upto 50m. m. 520.00 560.00197 (vi) Depth greater than 50m and upto 60m. m. 690.00 740.00197 (c) Extra for boring in water (1.2m and higher depths): L.S. 10670.00 11420.00198 7 20.00 30.00 20.00 • 30.00198 8 Each 90.00 100.00198 9 Each 110.00 120.00198 10199 (a) For very soft to soft clay using 100mm dia. Vane, Each 390.00 410.00199 (b) For medium stiff clay using 75mm dia. Vane. Each 440.00 470.00199 11 Each 220.00 240.00199 12 Each 240.00 250.00199 13 290.00 310.00199 14 650.00 700.00199 15199199 Each 70.00 70.00199 Each 80.00 80.00199199199 Each 70.00 70.00199 Each 80.00 80.00200200 Each 70.00 80.00200 Each 50.00 50.00200 Each 90.00 100.00200 Each 60.00 70.00200 Each 60.00 70.00200 Each 240.00 250.00200200 (1) Undisturbed. Each 130.00 140.00200 (2) Remoulded. Each 170.00 180.00200 C. Detailed Investigation On Undisturbed samples.200 Each 60.00 60.00

200 Each 60.00 70.00200 Each 110.00 120.00200 Each 40.00 50.00200 Each 70.00 70.00201 Each 200.00201201 (1) Undisturbed. Each 130.00 140.00201 (2) Remoulded. Each 170.00 180.00201201 Each 320.00 340.00201 Each 380.00 410.00201 Each201 Each 300.00 330.00201 Each 270.00 290.00201 FIELD TEST ON ROCKS :201 16202 a) By Diamond Drills: Each 1850.00 1980.00202 b) By Tungsten Cutters: Each 950.00 1020.00202 17202 a) Determination of Compressive Strength as per IS 1121 (Part-I). Each 530.00 570.00202 b) Determination of Transverse Strength as per IS 1121 (Part-II). Each 1400.00 1500.00202 c) Determination of Tensile Strength as per IS 1121 (Part -III). Each 1350.00 1450.00202 d) Determination of Shear Strength as perlS 1121 (Part-IV). Each 2450.00 2630.00202 e) Determination of True Specific Gravity as per IS 1122. Each 250.00 270.00202 f) Determination of Water Absorption as per IS 1124. Each 280.00 300.00202 18202 a) Preliminary Investigation: L.S. 5000.00 5350.00202 b) Detailed Investigation: L.S. 12500.00 13380.00

Section 4.4 - Bridge & Culvert Works203 1203 (a) Depth up to 3 m.:203 (i) With pumping out water including shoring as required. 49.70 53.10203 (ii) With pumping out water excluding shoring. 48.30 51.60203 (iii) Without pumping out water but including shoring as required. 46.00 49.20203 (iv) Without pumping out water and shoring. 44.60 47.70203 (b) Depth above 3 m. and up to 6 m.:

Supplying, spreading and consolidating River Bed Materials to a depth of m3 Labour rate per cubic meter is Labour for spreading River Bed Materials in layers as per direction of m3

Labour for spreading Moorum in layers, including compacting manually by m3 Payment is to be made on the basis of Supplying, spreading and compacting Sand to required thickness, in layers m3 Labour rate per cubic meter is provided, Supplying, spreading and consolidating Stone Dust to a depth of 100 mm and m3 \ 90.40 Labour rate per cubic meter is provided; Supplying, spreading and consolidating an uniform and m3 Labour rate per cubic meter is provided,

1. All items of work shall be done strictly according to relevant Codes 2. It is imperative that testing of soil is done only with standard testing Mobilisation Charges of air tools & Plants along with accessories, material, (Preliminary Investigation is mainly for

Carriage of all Disturbed & Undisturbed Samples from site of Field determination of California Bearing Ratio as per IS 2720 (Part Per Conducting Plate Load Test over cohesive & non-cohesive soils

Labour for boring by sinking and finally withdrawing 50mm to 100mm (Payment will be made on the driven into

Labour for making Bore-Holes of 150mm to 250mm dia. by any standard (a) When Casing pipe is used to prevent collapse of bore hole

(b) When drilling mud "Bentonite of suitable consistency" is used to

Labour for collecting disturbed sample upto any depth (each sample Each Labour for collecting Undisturbed soil sample of 10cm dia. And about Labour for conducting Standard Penetration Tests (S.P.T.) in the bore Labour for conducting In-situ Vane Shear Test for soil, in the bore hole already

Labour for conducting Dynamic Cone-Penetration Test using 50mm cone Labour for conducting Static Cone-Penetration Test as per' IS 4968 (Part-Determination of Dry Density of soil in place by Sand-replacement Method as Per Conducting Benkelman Beam Test as per IRC 81. Per Performing Laboratory Test on disturbed / Undisturbed soil samples as A. Preliminary Investigation on Disturbed Samples:(a) Liquid Limit & Plastic Limit as per IS 2720 (Part - V) on 50% of (b) Sieve Analysis as per IS 2720 (Part-IV) on 25% of samples collected B. Detailed investigations on Disturbed Samples: (i) Collected from Item No. - 7 , (a) Liquid Limit & Plastic Limit as per IS 2720 (Part - V) on 50% of (b) Sieve Analysis as per IS 2720 (Part-IV) on 25% of samples collected (ii) Collected from Item No. - 9(a) Liquid Limit & Plastic Limit as per IS 2720 (Part - V) on 50% of (b) Sieve Analysis as per IS 2720 (Part - IV) on 25% of samples collected (c) Hydrometer Analysis al per IS 2720 (-Part-IV) on 20% of samples (d) Natural Moisture content & Dry Density as per IS 2720 (Part - II) (e) Specific Gravity as per IS 2720 (Part - III) on 20% of samples (f) Direct Shear Test as per IS 2720 (Part - XIII) on 5% of samples (g) Unconfined Compression Test as per IS 2720 (Part-X) on 80% of

(a) Liquid Limit & Plastic Limit as per IS 2720 (Part - V) on 50% of samples collected from each bore hole.

Only one test from item number 15 C (h) is to be conducted depending on the type of soil in consultation with the Engineer-in-Charge.

(b) Sieve Analysis as per IS 2720 (Part- IV) on 25% of samples collected (c) Hydrometer Analysis as per IS 2720 (Part-IV) on 20% of samples (d) Natural Moisture content & Dry Density as per IS 2720 (Part - II) (e) Specific Gravity as per IS 2720 (Part - III) on 20% of samples (f) Direct Shear Test as per IS 2720 (Part - XIII) on 5% of samples 220.00 (g) Unconfined Compression Test as per IS 2720 (Part-X) on 80% of

(h) Tri-Axial Compression Test as per IS 2720 (Part - XI) on 50% of (1) Determination of Shear strength Parameters of a specimen tested (2) Determination of Shear strength Parameters of soil from (3) Determination of Shear strength Parameters of soil from (i) Consolidation Test as per IS 2720 (Part - XV) on 20% of samples (j) Permeability Test (Constant head or Variable head) as per IS 2720

Boring and drilling of rocks and collection / recovery of rock

LABORATORY TEST ON ROCKS :

Preparation and submission of report in 6 (Six) copies, giving all

Earthwork in excavation for foundation of structures as per drawing

m3

m3

m3

m3

Roads_I_181-216

Page 75

203 (i) With pumping out water including shoring as required. 70.80 75.80203 (ii) With pumping out water excluding shoring. 64.40 68.90203 (iii) Without pumping out water but ' including shoring as required. 63.70 68.20203 (iv) Without pumping out water and shoring. 57.30 .61.30204 (c) Depth above 6 m.:204 (i) With pumping out water including shoring as required. 97.90 104.70204 (ii) With pumping out water excluding shoring. 89.00 95.20204 (iii) Without pumping out water but including shoring as required. 85.30 91.20204 (iv) Without pumping out water and shoring. 76.40 81.70204 2204 (a) Depth up to 3 m.:204 (i) With pumping out water. 51.20 51.50204 (ii) Without pumping out water. 49.20 49.50204 (b) Depth above 3 m. and up to 6 m.:204 (i) With pumping out water. 59.70 60.00204 (ii) Without pumping out water. 56.20 56.50204 (c) Depth above 6 m.:204 (i) With pumping out water. 72.50 73.10204 (ii) Without pumping out water. 67.00 67.50205 3205205 (i) With pumping out water. 137.80 147.50205 (ii) Without pumping out water. 127.30 136.20205 (b) By mechanical means using excavator of suitable capacity:205 (i) With pumping out water. 69.40 69.70205 (ii) Without pumping out water. 64.10 64.40 -205 4205 (a) With pumping out water. 209.70 218.40205 (b) Without pumping out water. 196.70 204.80205 5206 (a) With pumping out water, 347.20 352.00206 (b) Without pumping out water. 320.70 325.10206 6206206 (I) With pumping out water including shoring as required. 246.20 263.50206 (ii) With pumping out water excluding shoring. 222.50 238.20206 (iii) Without pumping out water but including shoring as required. 198.90 212.80206 (iv) Without pumping out water and shoring. 175.20 187.50206206 (i) With pumping out water including shoring as required. 98.30 100.60207 (ii) With pumping out water excluding shoring. 91.80 93.90207 85.30 87.30207 (iv) Without pumping out water and shoring. 78.80 80.60207 7 39.00 41.70207 8 68.20 73.00207 9 27.20 30.20207208 10208 236.00 247.00208 3.00 3.00208 4.00 4.00208 11 84.00 89.00208 12208208 (i) Clear span above 3 m. and up to 7 m. 143.00 150.00209 (ii) Clear span above 7 m. and up to 15 m. 150.00 158.00209 (iii) Clear span above 15 m. and up to 30 m. 158.00 163.00209 (iv) Clear span above 30 m. 163.00 176.00209 6.10 6.30209 3.00 3.00209 4.20 4.20209 13 247.00 257.00209 14 362.00 378.00210 15 903.00 935.00210 16210 (a) For bridges and culverts of clear span above 3 m. and up to 7 m.. 210 95.00 99.00210 74.00 85.00210 (b) For bridges and culverts of clear span above 7 m. and up to 15 m.. 210 147.00 154.00210 116.00 121.00211 (c) For bridges of clear span more than 15 m. and up to 30 m.211 218.00 228.00211 158.00 165.00211 (d) For bridges of clear span more than 30 m.211 347.00 247.00211 353.00 257.00211 Notes regarding volume measurement and staging:-211211211212212212 4. For height the bottom and top level should be taken as follows:212 (a) Bottom level:212212 (b) Top level:212 (i) For portion of footpath with railing.212212 (ii) The bottom level of deck portion.212212212 17213 a) For bridges of clear span more than 15 m. and up to 30 m..213 210.00 226.00213 131.00 144.00213 b) For bridges of clear span more than 30 m.213 315.00 341.00213 210.00 231.00213 18

213214 (i) For portion of the height up to 1 m. 116.00 126.00214 (ii) For portion of the height above 1 m. and up to 3 m. 163.00 168.00214 (iii) For portion of the height above 3 m. and up to 6 m. 200.00 210.00

m3

m3

m3

m3

m3

m3

m3

m3

Earthwork in excavation for foundation of structures as per drawing and

m3

m3

m3

m3

m3

m3

Earthwork in excavation for foundation of structures as per drawing and (a) By manual means: .

m3

m3

m3

m3

Earthwork in excavation for foundation of structures as per drawing m3

m3

Earthwork in excavation for foundation of structures as per drawing and m3

m3

Earthwork in excavation for foundation of structures as per drawing and (a) By manual means: .

m3

m3

m3

(b) By mechanical means using excavator of suitable capacity and tipper m3

m3

(iii) Without pumping out water but including shoring as m3

m3

Earthwork in filling in foundation trenches with good earth in layers not m3

Earth in filling in foundation trenches and at the back of m3

Sand filling in foundation trenches and at the back of m3

N.B. 1. Labour rate per m3 is provided, Cost of sand is to be added to Providing form work and staging including hire and labour charge all (a) Form work so as to give smooth concrete finish with timber plank m2

(b) Extra over the rate of (a) above for form work with plywood of m2

(c) Extra over the rate of (a) above for form work with steel sheet plate m2

Providing form work and staging including hire and labour charges for the m2

Providing form work for soffits of slabs/beam (above 3 m. clear span) of (a) Form work so as to give smooth concrete finish with timber plank

m2

m2

m2

m2

(v) Add extra charges for shuttering in case of curved surface in (b) Extra over the rates under item 12(a) for form work with ply wood m2

(c) Extra over the rates under item 12(a) for form work with steel sheet m2

Providing form work using steel plates and staging including hire and labour m2

Providing form work including hire and labour charges for the same for the m2

Providing form work and staging including hire and labour charges for the m3

Hire and labour charges for staging with sal-bullah for super structure of

(i) With driving of sal-bullah piling and taking out of the same after m3

(ii) Without sal-bullah driving but with adequate soil compaction and m3


(ii) Without sal-bullah driving but with adequate soil compaction and m3

(i) With driving of sal-buliah piling and taking out of the same after m3

(ii) Without sal-bullah driving but founding on sleeper base on compacted m3


(ii) Without sal-bullah driving but founding on sleeper base on compacted m3

1. For the purpose of length the distance between the two transverse (a) The unit rate for staging of cantilever span/arm will be considered (b) The clear span of the suspended span of a Balances or 2. For the purpose of width the distance between the outermost vertical 3. The rates shall be reduced by 20% if eucalyptus builah are allowed to

Average bed surface of the river/channel or the ground surface as

The average (in both longitudinal & cross direction) bottom level should be

(I) The average (in both longitudinal & cross direction) bottom level of (II) The average (in both longitudinal & cross direction) level of the Hire and labour charges for staging for superstructure of bridge with

i) With driving sal-bullah piling and providing sleeper base and taking out m3

ii) Without sal-bullah piling but founded on sleeper base and on m3

i) With driving sal-bullah piling and providing sleeper base and taking out m3

ii) Without sal-bullah piling but founded on sleeper base and on m3

Providing form work and staging so as to give smooth concrete surface finish including hire and labour charges for the same for bridges and culverts including stripping off and removing after completion of works and providing necessary Batter, curved surface etc. all complete.

The rate for shuttering of open foundation of depth above 500 mm, well steining and well kerb shall be as per item 18(a)(i) & (ii). The heights of pier, abutment and retaining walls shall be measured from the a) Form work with timber plank in Well steining, kerb, components of

m2

m2

m2

Roads_I_181-216

Page 76

214 (iv) For portion of the height above 6 m. 284.00 294.00214 3.00 3.00214 4.20 4.20214 19215 a) For M.S. Rounds / Tor Steel / H.Y.S.D. Bars MT 51063.00 51321.00215 MT 55433.00 55692.00215215 1. Rate of Item 19(a)/(b) Rs. 215 2. Deduct Issue Rate (per MT) of respective quality steel x 1.05. Rs.215 3. Add basic price at outlet of steel of respective quality x 1.05. Rs. 215215215 Final rate of item = (1)-(2)*(3)*(4)*(5)215 20 kg 54.60 55.00215 21 MT 99682.00 99851.00216 22 MT 1015.00 1015.00

233 44233 m 180.00 190.00233 kg 60.00 65.00233 m 210.00 215.00233 kg 60.00 70.00233 m 660.00233 45234 a) For movement up to ±10 mm. m 9500.00 9500.00234 b) For movement up to ±16 mm. m 11000.00 11000.00234 c) For movement up to ± 25mm. m 14500.00 14500.00234 d) For movement up to ± 40mm. m 22000.00 22000.00234 e) For movement up to ± 62.5mm. m 40000.00 40000.00234 f) For movement up to ± 80 mm. m 60000.00 60000.00234 46 m 82000.00 82000.00234 a) Nominal diameter 16 mm, height 45 mm.234 (i) Dowel cap. Each 85.00 85.00234 m 350.00 350.00234 b) Nominal diameter 20 mm, height 50 mm.234 (i) Dowel cap. Each 104.00 104.00234 m 540.00 540.00234 c) Nominal diameter 25 mm, height 56 mm234 (i) Dowel cap. Each 135.00 135.00234 m 850.00 850.00234 d) Nominal diameter 32 mm, height 63 mm.234 (i) Dowel cap. Each 185.00 185.00234 m 1400.00 1400.00235 47 m 16000.00 16000.00235 48235 a) For total movement up to 160 mm. m 140000.00 140000.00235 b) For total movement up to 240 mm. m 220000.00 220000.00235 c) For total movement up to 320 mm. m 280000.00 280000.00235 d) For total movement up to 400 mm. m 360000.00 360000.00235 49 1.00 1.00236 50236236 i) Rocker cum Roller bearing, kg 85.00 85.00236 ii) Rocker bearing. kg 80.00 80.00236 b) Cast Steel Bearings. 236 i) Rocker cum Roller bearing, kg 115.00 115.00236 ii) Rocker bearing. kg 110.00 110.00236 51236 kg 300.00 300.00236 kg 150.00 150.00236 kg 220.00 220.00236 52 kg 175.00 175.00237 53 kg 200.00 200.00237 54 370.00 370.00237 55237 a) In slab type bridges, Each 1364.00 1366.00237 b) In girder type bridges. Each 3160.00 3162.00237 56 Each 106.00 106.00237 57

238 a) Area under cutting edge not exceeding 55 square meter:238 i) Depth 0 m to 3 m. m 6000.00 6000.00238 ii) Depth greater than 3 m upto 6m m 7400.00 7400.00238 iii) Depth greater than 6 m upto 9m m 8350.00 8350.00238 iv) Depth greater than 9 m upto 12 m m 9380.00 9380.00238 v) Depth greater than 12 m upto 15 m m 11170.00 11170.00238 vi) Depth greater than 15 m upto 18 m m 13200.00 13200.00238 vii) Depth greater than 18 m upto 21 m m 15700.00 15700.00238 viii) Depth greater than 21 m upto 24 m m 19250.00 19250.00238 ix) Depth greater than 24 m upto 27 m m 23900.00 23900.00238 x) Depth greater than 27 m upto 30 m m 29700.00 29700.00238 xi) Depth greater than 30 m upto 35 m m 34300.00 34300.00238 b) Area under cutting edge exceeding 55 square meter:238 i) Depth 0 m to 3 m m 7200.00 7200.00238 ii) Depth greater than 3 m upto 6m m 8900.00 8900.00238 iii) Depth greater than 6 m upto 9m m 10000.00 10000.00239 iv) Depth greater than 9 m upto 12m m 11270.00 11270.00239 v) Depth greater than 12 m upto 15 m m 13400.00 13400.00239 vi) Depth greater than 15 m upto 18 m m 15800.00 15800.00239 vii) Depth greater than 18 m upto 21 m m 18060.00 18060.00239 viii) Depth greater than 21 m upto 24 m m 21160.00 21160.00239 ix) Depth greater than 24 m upto 27 m m 25100.00 25100.00239 x) Depth greater than 27 m upto 30 m m 31050.00 31050.00239 xi) Depth greater than 30 m upto 35 m m 36000.00 36000.00239 58 m 308.00 322.00

m2

b) Extra over the rates under item 18(a)(i) to (iv) for form work with ply m2

c) Extra over the rates under item 18(a)(i) to (iv) for form work with steel m2

Supplying bending and binding and laying in position steel

b) For corrosion resistant steel (TISCON CRS 42 or any other approved Note: When steel is supplied by Contractor, rate per MT is to be arrived at as

4. Add contractor's profit @10% on cost of steel only (si. No. 3) 5. Add cost of carriage from outlet to site with necessary

Fabrication, erecting and laying steel cutting edge for well kerb Supplying & laying of pre-stressed tendons with H.T. strands of Launching, hoisting, hauling, fitting and fixing in position of precast Note: One cubic metre of girder shall be considered to weigh 2.5 MT

Item No. - 23 to 43

Providing Expansion joints in bridges in deck slab, wheel guard, footpath, curb a) with aluminium strip and bitumen filler (without M.S. angles, plates b) With M.S. angles, plates, bars and bitumen fillers in deck slab and c) With standard rubber "V" strip of approved brand, gauge and d) 'Finger' type expansion joint in deck slab or wearing course with M.S. e) With Corrugated Copper plate, Compressible fiber, board, pre- 670.00 ft

Providing and installing reinforced Elastomeric (neoprene) slab-seal type

g) For movement up to ±125mm. Providing Elastomeric (Neoprene) dowel

(ii) Stainless Steel Dowel pin of suitable length & diameter with anchoring



(ii) Stainless Steel Dowel pin of suitable length & diameter with anchoring Providing single gap (unitary) strip seal. Type expansion joint of total Providing fully imported Modular strip seal type expansion joint with "Lock

Supplying, fitting, fixing in position true to line and levels approved cubic Supplying, fitting, fixing in position true to line and level steel a) Mild Steel Bearings.

Supplying fitting, fixing in position true to line and level steel plate a) Stainless Steel plate bearing complete with accessories as per b) Mild steel cum stainless steel bearing with P.T.F.E. sliding c) Cast steel cum stainless steel bearing with PT.F.E. sliding Supplying, fitting and fixing in position true to line and levels cast Supplying fitting and fixing in position true to line and level cast steel Providing bearing at articulation in deck with 20 mm. dia stainless steel Each Providing drainage spouts as per M.O.S.T's drawing No- SD/205

Providing weep holes (150 x 75 mm.) in abutment or wing wall for the Sinking as per I.R.C. specification including drawing Foundation Wells true to position and plumb with area under cutting edge as mentioned below, including hire charges of all tools and plants etc. and supplying power, dewatering etc, initial excavation of earth as per specification and direction of the Engineer-in-charge including throwing the spoils clear off the well up to 150m. radius (Measurement to be taken in the following stages from the level of the bottom of capping slab on well up to the bottom of cutting edge) through any kind of soil including rocky soil and rock till 25% of cutting edge (linear) comes in contact with rock including testing of bottom plug by dewatering the well upto 5 meters and checking the rise in water level as per clause 1208 of IRC Specification.

Note: Where the cutting edge (linear) comes in contact with rocky soil for more than 25% of linear length, the rates of item no. 57(a) & (b) are to be enhanced by Rs. 2500 per meter for soft rock and Rs. 3500 per metre for hard rock. The type of rock is to be determined from actual test results and as per direction of the Engineer-in-Charge.

Drilling holes up to 15 cm. dia and up to 1.5 m depth through rock including

Roads_I_181-216

Page 77

239 59 96.00 101.00239 517.00 851.00239 60240 a) 45 cm. diameter pile:240 i) 15m. length, m 1362.00 1365.00240 ii) 20m. length, m 1349.00 1351.00240 iii) 25m. length, m 1342.00 1343.00240 iv) 30m. length. m 1336.00 1337.00240 b) 50 cm. diameter pile:240 i) 15m. length, m 1390.00 1393.00240 ii) 20m. length, m 1377.00 1379.00240 iii) 25m. length, m 1370.00 1371.00240 iv) 30m. length. m 1364.00 1366.00240 c) 55 cm. diameter pile:240 i) 15m. length, m 1420.00 1422.00240 ii) 20m. length, m 1407.00 1409.00240 iii) 25m. length, m 1399.00 1400.00240 iv) 30m. length. m 1394.00 1395.00240 d) 60 cm. diameter pile:240 i) 15m. length, m 1450.00 1453.00240 ii) 20m. length, m 1437.00 1439.00240 iii) 25m. length, m 1429.00 1431.00240 iv) 30m. length. m 1424.00 1425.00240240 61241241 (i) 400 mm. diameter pile. m 1574.00241 (ii) 450 mm. diameter pile. m 1651.00241 (iii) 500 mm. diameter pile. m 1735.00241 (iv) 550 mm. diameter pile. m 1827.00241 (v) 600 mm. diameter pile. m 1928.00241 (vi) 650 mm. diameter pile. m 2162.00241 (vii) 700 mm. diameter pile. m 2304.00241 (viii) 750 mm. diameter pile. m 2464.00241 (ix) 800 mm. diameter pile. m 2648.00241 (x) 1000 mm. diameter pile. m 3751.00241 (xi) 1200 mm diameter pile. m 4215.00241241 (i) 400 mm. diameter pile. m 760.00241 (ii) 450 mm. diameter pile. m 860.00241 (iii) 500 mm. diameter pile. m 950.00241 (iv) 550 mm. diameter pile. m 1040.00241 (v) 600 mm. diameter pile. m 1140.00241 (vi) 650 mm. diameter pile. m 1230.00241 (vii) 700 mm. diameter pile. m 1330.00241 (viii) 750 mm. diameter pile. m 1420.00241 (ix) 800 mm. diameter pile. m 1520.00241 (x) 1000 mm. diameter pile. m 1900.00241 (xi) 1200 mm diameter pile. m 2270.00242 N.B.242

242

242 62

242 a) 6 mm thick casing:242 i) 400 mm. diameter pile. m242 ii) 450 mm. diameter pile. m242 iii) 500 mm. diameter pile. m242 iv) 550 mm. diameter pile. m242 v) 600 mm. diameter pile. m242 vi) 650 mm. diameter pile. m242 vii) 700 mm. diameter pile. m242 viii) 750 mm. diameter pile. m242 ix) 800 mm. diameter pile. m242 x) 1000 mm. diameter pile. m242 xi) 1200 mm diameter pile. m242 b) 10 mm thick casing:242 i) 400 mm. diameter pile. m242 ii) 450 mm. diameter pile. m242 iii) 500 mm. diameter pile. m242 iv) 550 mm. diameter pile. m242 v) 600 mm. diameter pile. m242 vi) 650 mm. diameter pile. m242 vii) 700 mm. diameter pile. m242 viii) 750 mm. diameter pile. m242 ix) 800 mm. diameter pile. m242 x) 1000 mm. diameter pile. m242 xi) 1200 mm diameter pile. m243 63243 a) 200 mm x 200 mm size pile, m 929.00 929.00243 b) 250 mm x 250 mm size pile, m 936.00 936.00243 c) 300 mm x 300 mm size pile, m 1224.00 1225.00243 d) 500 mm x 500 mm size pile, m 1387.00 1388.00243 e) 750 mm x 750 mm size pile. m 1736.00 1737.00243 64243 a) Test between two piles, Each 5325.00 5325.00243 b) Test between two groups piles. Each 8785.00 8785.00243 65244 a) On single pile:244 i) Testing load up to 60 T Each 19300.00 19300.00244 ii) Testing load between 60 T and 100 T. Each 22265.00 22265.00244 iii) Testing load above 100 T. Each 26310.00 26310.00244 b) On double pile: 244 i) Testing load up to 60 T Each 26925.00 26925.00244 ii) Testing load between 60 T and 100 T. Each 30970.00 30970.00

Sand filling in well pockets in layers duly compacted by inundation with m3

b) Where sand is not available from the bed of the river including royalty m3

Providing driven cast in situ R.C.C. piles of required diameter and

(The rate provided is exclusive of cost of concrete and. Construction wing Providing RCC cast in situ bored piles in position as per specifications in (a) Using hydraulic piling rig with power unit and complete

(b) Using tripod, winches and other accessories including shifting

1. The rate provided is exclusive of cost of concrete and. Construction wing is to add cost of concrete of desired grade for volume corresponding to 1.0 m length of pile length, to arrive at the complete rate. Also the desired crushing strength is to be mentioned in the space provided in the description of item.

2. Fixation of diameter and length of R.C.C. bored pile is a matter that concerns design and load testing. As such during preparation of items in the priced schedule of tender document the requirement of load capacity will have to be spelt in the item itself in the appropriate manner.

Extra above item no. 61, for supplying, fitting, fixing of MS casing pipe around RCC cast-in-situ bored piles of different diameters in position including cost of all materials, fabrication, handling etc. complete as per direction of Engineer-in-Charge.

Driving reinforced pre-cast concrete piles with iron monkey including

Performing lateral load test on two piles or two groups of piles by

Vertical Load Test (Compression) by hydraulic jacks on pile/piles

Roads_I_181-216

Page 78

244 iii) Testing load above 100 T. Each 34900.00 34900.00244244 66244 a) On single pile:244 i) Testing load up to 60 T Each 20205.00 20205.00244 ii) Testing load between 60 T and 100 T. Each 23220.00 23220.00244 iii) Testing load between 100 T and 150 T. Each 25010.00 25010.00244 iv) Testing load between 150 T and 200 T Each 26300.00 26300.00244 v) Testing load above 200 T. Each 28070.00 28070.00244 b) On double pile: 244 i) Testing load up to 60 T Each 30310.00 30310.00244 ii) Testing load between 60 T and 100 T. Each 32130.00 32130.00244 iii) Testing load between 100 T and 150 T. Each 33955.00 33955.00245 iv) Testing load between 150 T and 200 T. Each 35065.00 35065.00245 v) Testing load above 200 T. Each 36820.00 36820.00245245 67245245 i) 100mm diameter m 31.00 34.00245 ii) 125 mm. diameter m 35.00 36.00245 iii) 150mm. diameter m 41.00 43.00245 iv) 175 mm. diameter m 46.00 49.00245 v) 200 mm. diameter m 49.00 55.00245 vi) 225 mm. diameter m 55.00 56.00245 vii) 250 mm. diameter m 59.00 63.00245 viii) 275 mm. diameter m 66.00 71.00245 ix) 300 mm. diameter m 71.00 81.00245 x) Above300mmand up to 375mmdiameter m 101.00 105.00245245 i) 100mm diameter m 36.00 39.00245 ii) 125 mm. diameter m 41.00 45.00 -245 iii) 150mm. diameter m 46.00 48.00245 iv) 175 mm. diameter m 55.00 57.00245 v) 200 mm. diameter m 57.00 62.00245 vi) 225 rnm. diameter m 62.00 64.00245 vii) 250 mm, diameter m 74.00 77.00245 viii) 275 mm. diameter m 87.00 92.00245 ix) 300 mm. diameter m 102.00 118.00245 x) Above300mmand up to 375mmdiameter. m 140.00 150.00245246246246246 68 Each 462.00 469.00246 69 Each 1862.00 1862.00246 70 m 10.50 11.90246 71 m 14.00 15.40247 72 - 41300.00247 73 49560.00 *-Do-247 74 - 41300.00 *-Do-247 75247 a) Undressed, 2205.00247 b) Dressed. 2821.00247 76 Each - 74.00 *-Do-247 77 - 1358.00 *-Do-247 78 476.00 504.00247 79247 a) Up to 17.5 cm. diameter, m 8.40 8.40247 b) Above 17.5 cm. and up to 25 cm. diameter, m 9.80 9.80247 c) Above 25 cm. diameter. m 13.30 13.30248 80 Coal tarring on wooden surfaces including cost of materials. 248 a) Double coat, 7.90 9.20248 b) Single coat. 7.00 7.70248 81 Supplying and fitting fixing M.S. Iron pile shoe as per approved drawing. 248 a) For timber pile, kg 72.00 79.00248 b) For R.C.C. pile. kg 72.00 79.00248 82 kg 57.00 61.00248 83 kg 65.00 68.00248 84 kg 4.00 4 00248 85 kg 13.00 14.00248 86 kg 2.15 2.30248 87 kg 4.20 4.50249249 88 1.20 1.20249 89249 a) Diameter of bore up to 12mm. 249 i) Depth up to 10 mm. 3.50 3.80249 ii) Depth above 10mm. 6.60 7.00249 b) Diameter of bore above 12mm. 249 i) Depth up to 10 mm. 3.50 3.90249 ii) Depth above 10mm. 7.00 7.70249 90 kg 2.10 2.20249 91 38.50 42.00249 92 53.90 63.00249 93 m 20.30 23.10249 94 m 33.60 37.10249 95249 a) R.S. joists and channel, kg 2.10 2.40249 b) Angles, tees, kg 1.80 2.10249 c) Rounds of long length. kg 1.00 1.10250 96 190.00 200.00250 97 385.00 385.00250 98250 a) Masonry work, 175.00 185.00250 b) Lime concrete, 132.00 145.00250 c) Plain cement concrete, 400.00 420.00250 670.00 710.00250 99250 a) Un-coursed. 185.00 203.00250 b) Coursed. 217.00 231.00250250 100 185.00 203.00250 101250 a) With 150 mm to 230 mm thick dressed stone, m 168.00 185.00250 b) With 230 mm to 300mm thick dressed stone. m 203.00 217.00250 102250 a) Vertical side, m 36.00 41.00

N.B. This test shall be done on working piles only in a pile group and Performing vertical load test (compression) by hydraulic jack on Each

This test shall be applicable on pile/piles outside the pile group of the Labour for driving Sal-bullah /Eucalyptus buliah piles by monkey in a) When work under considerable (i.e. above 1m.) standing water is not

b) When work under considerable (i.e. above 1 m.) standing water is

N.B. 1. Payment to be made on the length driven into the ground, 2. For string staging under specific instruction of Engineer-in-charge 3. For driving done by pile engine set (without staging) under 4. For driving done by pile engine set (with heavy staging or from specially Joining Sal-bullah / Eucalyptus - bullah pile of 20 cm. to 30 cm. Butt joining Sal / Eucalyptus bullah piles of diameter from 20 cm. to 30 cm. Labour for fitting and fixing 10 cm. to 13 cm. diameter sal-bullah as ties Labour for hand planting wooden piles after making necessary holes and Sal-wood work rough dressed including necessary hoisting and fitting, m3 * Rate applicable for districts N & S Dinajpur, Darjeeling,

Sal-wood dressed including necessary hoisting and fitting, and fixing in m3

Sal-wood work rough dressed in bridge floor fitted and fixed with patent or m3

Labour for sal-wood work in scantling in bridge floor, railing post, * Rate applicable for districts N & S Dinajpur, Darjeeling,

m3

m3

Supplying sal-wood blocks, 15cm x 10 cm x 10 cm, and fitting, fixing the Labour for sal-wood work in bridge members with o!d timber including m3

Dismantling old wood work in bridges and culvert including taking out m3

Taking out Sal / Eucalyptus piles from river bed or from else where

m2

m2

Supplying and fitting fixing M.S. Iron ring with 50 mm. x 6 mm. flat over the M.S. Works in bolts and nuts of different sizes fitted and fixed in position Labour for M.S. work in rolled steel joists, channels, angles. Tees, plates Labour for M.S. work in rolled steel joists, channels, angles, Tees, Dismantjing old M.S. works in joists, runners, bracings etc. including Labour for hoisting and placing in position departmental R.S. joists, works cutting to size as necessary with hire and labour charges for Cutting to requisite length or shape of departmental R.S. joist, angles, cm2

Drilling holes of requisite diameter in departmental R.S. joist,

Each Each

Each Each

Re-fitting old joists, runners etc. in position with necessary bolts, nuts & Taking out trough plates from the old bridges and stacking same at the m2

Re-fixing trough plate in position with necessary bolts and washer etc. m2

Labour for dismantling iron railing including wheel guard, railing Re- fitting the railing with old and new bolts as required.Straightening curved or twisted steel elements.

Labour for filling empty cement bags with sand and placing them in 100 Supplying empty cement bags in good condition. 100 Dismantling existing structure irrespective of all heights and depth

m3

m3

m3

d) R.C. Concrete including cutting rods with special tools and plants if m3

Dry rubble masonry with hard, dressed Stones from approved m3

m3

[Rates provided are exclusive of cost and carriage of stones. Construction Hand Packed rough dressed stone work with boulder (Local) excluding m3

Dry Stone V type drain 60 cm wide and 30cm deep with dressed stone

Renewing sides of 60cm. wide V type drain with old and new dressed

Roads_I_181-216

Page 79

250 b) Sloped side. m 62.00 67.00251 103 m 91.00 98.00251 104 m 46.00 50.00251 105 m 32.00 35.00251 106 m 120.00 133.00251 107251 a) Bed of box drain, m 38.00 41.00251 b) Sides of box drain. m 35.00 39.00251 108251 a) Diameter up to 450 mm. m 92.00 101.00251 b) Diameter above 450 mm and up to 600 mm. m 116.00 126.00251 c) Diameter above 600 mm and up to 900 mm. m 147.00 161.00251 d) Diameter above 900 mm and up to 1200 mm. m 185.00 200.00251 109 56.00 63.00252 110 35.00 39.00252 111

252 14.00 15.00252 27.00 28.00252 32.00 36.00252 39.00 43.00252 112 49.00 54.00252 113 80.00 88.00252 114 20.00 21.00

Section 4.5 - Repair & Rehabilitation of Bridge253 1 33.30 35.70253 2 kg 23.30 23.40253 3 331.30 334.50253 4 224.40 231.20253 5 93.00253 6 1069.50 1091.10254 7 Each 68.90 71.10254 8254 a) With cement grout: Kg 53.90 56.80254 b) With epoxy grout: Kg 398.00 400.90254 9 909.10 953.30255 10 545.20 546.20255 11 461.50 482.90

Section 4.6 – Soling, Edging & Metalling257 1257 (a) Depth up to 150mm 7.70 8.10257 (b) Depth above 150 mm and up to 300 mm 9.60 10.10257 2 1.80 1.80257 3 38.90 41.60257 4257 (a) For average depth up to 40 mm by manual means: 257 (i) Stone-metal surface, 7.80 8.30257 (ii) Brick / Jhama metal surface. 5.30257257 (i) Stone-metal surface. 11.20258 (ii) Brick/Jhama metal surface. 7.80 8.30258258 (i) Stone-metal surface. 13.10 14.00258 (ii) Brick / Jhama metal surface. 10.40 11.20258 (d) For average depth of p eking above258 150mm in case of:258 (i) By manual means. 277.40 285.90258 (ii) By mechanical means.. 223.80 226.30258 5

258 (a) Close Graded GSB:258 (i) Grading-I 144.10 144.50258 (ii) Grading-II 139.60 140.00258 (iii) Grading-III 126.10 126.50258 To add cost at site of the following materials for complete rate258258 37.5 mm aggregate 0.35258 22.4 mm aggregates 0.29258 11.2 mm aggregates 0.13258 5.6mm aggregates 0.13258 Sand 0.38258258 37.5 mm aggregate 0.19258 22.4 mm aggregates 0.13258 11.2 mm aggregates 0.13259 5.Bmm aggregates 0.15259 Sand 0.68259259 13.2 mm aggregates 0.13259 11.2 mm aggregates 0.13259 5.6mm aggregates 0.35259 sand 0.68259259 (b) Coarse Graded GSB:259 (i) Grading -I 258.40 258.70259 (ii) Grading-II 256.30 256.50259 (iii) Grading-III 224.80 225.10259259259 37.5 mm aggregate 0.45259 22.4 mm aggregates 0.45259 11.2 mm aggregates 0.13259 5.6mm aggregates 0.13259 Sand 0.13259259 37.5 mm aggregate 0.45259 22.4 mm aggregates 0.19259 11.2 mm aggregates 0.32

Dry stone square drain 30 cm. x 30 cm. with hard dressed stone including Renewing dry stone square drain 30cm x 30cm with Old & new stones Dry stone Cross drain or bund 150 mm wide 460 mm deep including cost Dry stone Box drain 46 cm to 60 cm wide and 30 cm deep with dressed Renewing parts of box drain 46 cm to 60 cm wide and 30 cm deep with

Labour for laying Hume pipe or R.C. Spun pipe in proper position including Payment to be made on the basis of net

Labour for stone or brick-bat filling on the back side of the abutment, wing m3

Labour for Dumping boulders / brick-bats in scoured m3 Payment to be made on the basis of net Pitching on slopes and berms and aprons including cost and carriage of stones / boulder from road side stacks within 150 m.

N.B.: 1. Labour rate provided, cost of stone boulder to be added to arive at the complete item rate. 2. Payment to be made on the basis of net volume in a) With boulders or stones including rough dressing & hand m2

b) With boulders or stones including rough dressing & hand m2

c) With boulders or stones including rough dressing and hand m2

d) With boulders or stones including rough dressing and hand m2

Labour for Making stone metal / gravel / shingle base (filter media) below m3

Labour for Boulder pitching including hand packing and filling the interstices m3 Payment to be made on finished volume Painting with approved quality curing compound on the vertical or m2

Chipping carefully and stripping off worn out concrete, cleaning the existing m2

Removing corroded worn-out portion of reinforcements by cutting and Construction wing shall add cost of 1kg of Providing anti-corrosive protective coating to inhibit the corrosion to m2

Applying 10 mm thick epoxy mortar over leached, honey-combed and m2

Removal of existing cement concrete wearing coat manually or with the help m2 94.00Guniting concrete surface with an average thickness of 25 mm with cement m2

Providing and inserting nipples with approved fixing compound after Sealing of cracks by injection process through nipples by grout pump

Concrete depositing with an average thickness of 35 mm using the guniting m2

Epoxy bonding of new concrete to old concrete @ 0.8 kg/ m2 (minimum) and as m2 Fresh concrete shall be placed within 60-Cleaning the exposed corroded Reinforcement as well as worn out concrete by m2

Box cutting or filling in Road embankment in all sorts of soil including m2

m2

Rolling subgrade by power roller in all sorts of soil to proper camber and m2

Labour for laying 150 mm (approximate ^finished thickness) boulder m2 To add cost at site of 0.15 m3 of boulder (150-Labour for picking up existing metalled road surface to a specified average m2 m2 For Sub-item (d) the payment shall be

m2

m2 5.70 (b) For average depth above 40mm but not exceeding 75 mm by manual

m2 10.40m2

(c) For average depth above 75mm but not exceeding 150mm by manual m2

m2

m3

m3

Labour for construction of Granular Sub-base using approved quality of coarse aggregates and sand, including screening aggregates, mixing the graded aggregates using rotavator as per mix design, adding water to achieve the required OMC, spreading the mix in uniform layer using Motor Grader over prepared surface in proper, grade and camber, compacting the layer to achieve the desired density, including lighting, guarding,barricading, including cost of all materials, machinery, tools and plants, complete including cost of quality control as per specification.

m3

m3

m3

Close graded GSB -.Grading -Im3

m3

m3

m3

m3

Close graded GSB -.Grading - //m3

m3

m3

m3

m3

Close graded GSB -.Grading - IIIm3

m3

m3

m3

m3

m3

m3

To add cost at site of the following materials for complete Close graded GSB -.Grading -I

m3

m3

m3

m3

m3

Close graded GSB -.Grading - //m3

m3

m3

Roads_I_181-216

Page 80

259 5.Bmm aggregates 0.13259 Sand 0.19259259 13.2 mm aggregates 0.26259 11.2 mm aggregates 0.45259 5.6mm aggregates 0.13259 sand 0.45259 6 135.40 138.50259259 7 For sub-item (a): To add cost at site of 0.132 m3 of Grading-I aggregates, 0.0285 m3 of Type-A screening for complete rate. 260 19.00260 14.20260 11.90 11.90260 8261261 (i) Using manual means: 21.30 20.60261 (ii) Using Motor Grader: 18.50 17.20261261 (i) Using manual means: 16.70 16.80261 (ii) Using Motor Grader: 14.60 14.30261261 (i) Using manual means: 16.40 16.50261 (ii) Using Motor Grader : 14.30 14.00261261 (i) Using manual means : 14.90 15.80261 (ii) Using Motor Grader : 12.80 13.30261262 9 273.90 312.40262 10262 (a) Brick edging on edge (75mm wide and 127mm deep): m 5.10 5.40262 (b) Brick edging on end (75mm wide and 254mm deep): m 7.40 7.80262 11 m 16.70 17.90263 12263 (a) Brick on edge edging (127mm deep). m 9.00 9.70263 (b) Brick on end edging (254mm deep) m 10.80 11.60263 13263 m 20.00 21.40263 (b) 100mm wide and 250mm deep edging with stone sets laid on edge. m 16.30 17.50263 14263 (a) Brick edging. m 3.60 3.90263 (b) Single brick flat soling 6.10 6.50263 (c) Double brick flat soling. 9.10 9.80263 (d) Boulder soling of any thickness. 19.40 20.80263 (e) Boulder edging. m 6.10 6.50263 13.40 14.30264 15 2.50 2.70264 16 178.20 179.30264264264

Section 4.7 - Bituminous Works265 1 9.70 10.40265265 2265265 (i) From 25 mm to 50 mm thick. 12.20 13.00265 (ii) From 50 mm to 100 mm thick. 18.20 19.50265 (iii) Above 100 mm thick. 24.30 26.00265265 (i) From 25mm to 50mm thick. 3.50 3.70265 (ii) From 50mm to 100mm thick 7.00 7.40265 (iii) Above 100mm thick. 14.10 14.80265 3266266 (i) By manual means, 3.70 3.90266 (ii) By mechanical means. 1.80 1.80266266 (i) By manual means, 3.60 3.80266 (ii) By mechanical means. 1.60 1.70266 4266 2.40 2.50266 2.90 2.90266 3.30 3.40266 5267 (a) For 50 mm compacted thickness. 58.60 60.30267 (b) For 75 mm compacted thickness. 79.70 82.90267 6 43.40 45.50268 7268268 (i) Using HMP of capacity 100-120 TPH. 1207.00 1259.00268 (ii) Using HMP of capacity 60-90 TPH. 1330.00 1389.00268 (iii) Using HMP of capacity 40-60 TPH. 1604.00 1676.00269269269 (i) Using HMP of capacity 100-120 TPH. 49.00 51.10269 (ii) Using HMP of capacity 60-90 TPH. 53.70 56.00269 (iii) Using HMP of capacity 40-60 TPH. 64.80 67.70269 (b) 50mm compacted thickness: 269 (i) Using HMP of capacity 100-120 TPH. 61.20 63.80269 (ii) Using HMP of capacity 60-90 TPH. 67.10 70.00269 (iii) Using HMP of capacity 40-60 TPH. 81.10 84.70269 (c) 75mm compacted thickness:269 91.80 95.80269 (ii) Using HMP of capacity 60-90 TPH. 100.70 105.10269 (iii) Using HMP of capacity 40-60 TPH. 121.60 127.00269 8270 707.40 737.50270270 (a) 40mm compacted thickness. 29 00 30.20270 (b) 50 mm compacted thickness 36.30 37.80270 9271271 (i) Using HMP of capacity 100-120 TPH. 67.30 70.00271 (ii) Using HMP of capacity 60-90 TPH. 73.40 76.50271 (iii) Using HMP of capacity 40-60 TPH. 88.10 91.90271

m3

m3

Close graded GSB -.Grading - IIIm3

m3

m3

m3

Labour for spreading and consolidating 1st class brickbats in hard crust or m3 To add cost at site of 1.0 m3 of brick bats (This item of work should be adopted for the bottom most layer only when Labour for spreading and consolidating 1st class brick bats/ Jhama (a) Using Brick bats / Laterite Chelly of size 90 mm - 45 mm for m2

(b) Using Brick bats / Jhama metal / Laterite metal of size 63 mm - 45 m2

(c) Using broken shingles of size 53 mm -22.4 mm for compacted m2

Labour for spreading and consolidating stone metals of specific size in hard (a) With coarse aggregate size range 90-45 mm (Grading - 1) with Type - For sub-item (a): To add cost at site of

m2

m2

(b) With coarse aggregate size range 63-45 mm (Grading - II) with Type - For sub-item (b): To add cost at site of 0.1 m2

m2

(c) With coarse aggregate size range 63-45 mm (Grading - II) with Type - For sub-item (c): To add cost at site of 0.1 m2

m2

(d) With coarse aggregate size range 53-22.4 mm (Grading - III) with For sub-item (d): To add cost at site of 0.1 m2

m2

Note: Cost of 0.0075 m3 of blinding material may be included in the rates Labour for spreading & compacting approved stone aggregates to Wet Mix m3 To add cost at site of 0.396 m3 of Labour for laying picked Jhama or 1st class brick edging, including cutting To add cost at site of 4 nos bricks

Labour for laying stone boulder edging (150mm wide and 250mm deep), To add cost at site of 0.034 m3 of Labour for taking out carefully existing 75mm wide brick edging and re-laying

Labour for taking out carefully existing stone boulder / stone set edging and (a) 127 to 152mm wide and 230 to 254mm deep edging with stone

Taking out old edgings / broken portions of concrete pavements

m2

m2

m2

(f) Cracked, broken and damaged portion of concrete road slabs of m2

Labour for spreading blindage for road topping using sand / moorum / kiln m2 To add cost at site of 0.006-m3 of Patching of potholes by draining - water, cutting the pothole area to m3 To add cost at site of Infiof coarse Note: 1. The payment is to be done based on loose net 2. This item of work may be executed for temporary restoration of road 3. If filling is done using coated stone aggregates, a 75mm thick

Roughening old black top surface by cutting 50mm x 50mm furrows at 45 m2

(An instance where this item may be necessary is where the Picking up and removing old bituminous layer or sand sealing coat (a) By manual means :

m2

m2

m2

(b) By mechanical means : m2

m2

m2

Providing and applying tack coat using Cationic bituminous emulsion of Add cost of materials and carriage as per (a) Over Water Bound Macadam surface @ 4.0 kg per 10m2:

m2

m2

(b) Over black topped surface @ 3.0 kg per 10m2: m2

m2

Providing and applying bituminous Primer Coat for priming of base Add cost of materials and carriage as per (a) For surfaces with low porosity (@7.5 kg/10 m2). m2

(b) For surfaces with medium porosity (@ 10.5 kg 110 m2). m2

(c) For surfaces with high porosity (@ 13.5 kg/10 m2). m2

Laying Bituminous Penetration Macadam (full grout) on granular or Add cost of materials and carriage as per m2

m2

Laying Built up spray grout of 75 mm compacted thickness including thorough m2 Add cost of materials and carriage as per Laying Bituminous Macadam of specified grade using Hot Mix Plant Add cost of materials and carriage as per (A) In Profile Corrective Course using 3.0% binder content by weight of

m3

m3

m3

(B) In Base / Binder Course using 3.4 % binder content by weight of total (a) 40mm compacted thickness:

m2

m2

m2

m2

m2

m2

(i) Using HMP of capacity 100-120 TPH. m2

m2

m2

Laying Bituminous Macadam of specified grade by Mobile Hot Mix Plant Add cost of materials and carriage as per (A) In Profile Corrective Course using 3.0% binder content by weight of total m3

(B) In Base / Binder Course using 3.4 % binder content by weight of total mix. m2

m2

Laying Dense Bituminous Macadam layer (as base / binder course) by Add cost of materials and carriage as per (a) 50 mm compacted thickness:

m2

m2

m2

(b) 75 mm compacted thickness:

Roads_I_181-216

Page 81

271 (i) Using HMP of capacity 100-120 TPH. 100.90 105.00271 (ii) Using HMP of capacity 60-90 TPH. 110.20 114.80271 (iii) Using HMP of capacity 40-60 TPH. 132.20 137.90271 10272 (a) Using HMP of capacity 100-120 TPH. 17.30 18.00272 (b) Using HMP of capacity 60-90 TPH. 18.80 19.50272 (c) Using HMP of capacity 40-60 TPH. 22.30 23.20272 11272 (a) Using Mobile HMP (Light duty), 14.50 15.00272 (b) Using Concrete Mixer. 11.80 12.20272 12 10.20 10.60273 13274 (a) Using Mobile HMR (Light duty), 8.90 9.20274 (b) Using Concrete Mixer. 6.90 7.20274 14 7.10 7.30274 15275 5.40 5.60275 (b) Using Mobile HMP (Light duty). 5.20 5.40275 16 5.90 6.30275 17 5.70 5.90276 18276 (a) Using suitable mixing pan. 5.20 5.60276 (b) Using Mobile Hot Mix Plant (Light duty) 9.90 11.00276 19 5.20 5.60277 20

277 (a) Type - A : Using 2.2 kg bitumen per square meter.

277 (i) Using HMP of capacity 100-120 TPH. 24.00 26.30

277 (ii) Using HMP of capacity 60 -90 TPH. 26.80 29.20

278 (iii) Using HMP of capacity 40-60 TPH. 32.20 35.20278278 (i) Using HMP of capacity 100-120 TPH. 23.50 25.80278 (ii) Using HMP of capacity 60-90 TPH. 26.20 28.70278 (iii) Using HMP of capacity 40-60 TPH. 31.70 34.70278 21278 19.10 20.70278 18.60 20.20278 22279 (a) 25mm compacted thickness:

279 (i) Using HMP of capacity 100-120 TPH. 23.70 37.70

279 (ii) Using HMP of capacity 60-90 TPH. 36.70 41.20279 (iii) Using HMP of capacity 40-60 TPH. 43.90 49.50279 (b) 40mm compacted thickness:279 (i) Using HMP of capacity 100-120 TPH. 53.20 59.70279 (ii) Using HMP of capacity 60-90 TPH. 58.00 55.10279 (iii) Using HMP of capacity 40-60 TPH. 69.60 78.40279 23280 (a) 25 mm compacted thickness:280 (i) Using HMP of capacity 100-120 TPH. 34.50 38.50280 (ii) Using HMP of capacity 60-90 TPH. 37.50 41.90280 (iii) Using HMP of capacity 40-60 TPH. 44.70 50.20280 (b) 40 mm compacted thickness:280 (i) Using HMP of capacity 100-120 TPH. 56.40 62.90280 (ii) Using HMP of capacity 60-90 TPH. 51.20 58.40280 (iii) Using HMP of capacity 40-60 TPH. 72.80 81.60281 24 181.80 203.30281 25281282 431.40 450.00282 (ii) Using Mobile Hot Mix Plant (Light duty) 403.30 417.40282 397.70 411.80282 26 446.90 466.40282 27(a) 441.40 508.90283 27(b)283 (i) Within a distance up to 10 kms. 946.50 996.30283 (ii) Within a distance above 10 kms and up to 20 kms. 1020.00 1029.00283 28284 7.40 7.70284 6.80 7.10284 29 89.90 90.40284 30285 (a) For 5 mm finished thickness, 4.40 4.70285 (b) For 3 mm finished thickness, 2.90 3.10285 (c) For 1.5 mm finished thickness. 1.60 1.70285 31 2.40 2.50285 32 kg 2.40 2.60286 33 MT 280.00 299.70

Section 4.8 Miscellaneous Works295 8 each 59.00 62.00295 9 each 44.00 45.00295 10295 each 73.00 75.00295 each 42.00 44.00295 11 each 13.00 13.00295 12295 (a) One coat 35.60 36.50295 (b) Two coats 59.20 60.40296 13 each 31.00 33 00296 14296 (a) Size above 7.5cm and upto 10 cm Each 3.40 3.60296 (b) Size above 10cm and upto 12.5 cm Each 4.40 4.60296 (c) Size above 12.5cm and upto 15 cm Each 5.30 5.60

m2

m2

m2

Providing & Laying 20 mm thick open graded Premixed Carpet by Hot Mix Add cost of materials and carriage as per m2

m2

m2

Providing & Laying 20 mm thick Open Graded Premixed Carpet using 13.2 Add cost of materials and carriage as per m2

m2

Providing & Laying 20 mm thick Open Graded Premixed Carpet using 13.2 m2 Add cost of materials and carriage as per Providing & Laying 12 nim thick Open Graded Premixed Carpet using Add cost of materials and carriage as per

m2 chart to get the final consolidated item m2

Providing & Laying 12 mm nominal thick Premixed Carpet using premixed m2 Add cost of materials and carriage as per Providing & laying 6 mm nominal thick Premixed Carpet with premixed stone Add cost of materials and carriage as per (a) Using suitable pan. m2

m2

Laying liquid Sea! Coat (Type A) with approved quality stone chips and hot m2 Add cost of materials and carriage as per Laying Liquid Seal Coat (Type A) with approved quality stone chips and m2 Add cost of materials and carriage as per Laying Premixed Seal Coat (Type B) with approved quality sand/grit @ 0.6 m3/ Add cost of materials and carriage as per

m2

m2

Laying Premixed Seal Coat (Type B) with approved quality sand/grit and m2 Add cost of materials and carriage as per Providing & Laying 20 mm thick Mix Seal Surfacing (MSS) by Hot Mix Plant using 0.27 m3 of approved variety mineral aggregates (coarse and fine) per 10 m2 of surface as per specification and approved job mix formula, over thoroughly cleaned surface coated with tack coat, including screening and cleaning the aggregates as necessary, preheating, pre-coating the same in Hot Mix Plant with hot matrix, carrying the mixture by tipper trucks or any other suitable arrangements, laying premixed materials uniformly with paver finisher, including manual operations as and when required, compacting with power roller including the cost and carriage of aggregates and matrix, cost for heating the matrix and aggregates, including hire charges of Hot Mix Plant and other machineries, pay of operators, cost of fuel and lubricantsetc. including all incidental charges complete excluding cost of applying Tack coat.

Add cost of materials and carriage as per consumption chart to get the final consolidated item rate.

m2

m2

m2

(b) Type - B : Asing 1.9 kg bitumen per square meter.m2

m2

m2

Providing & Laying 20 mm thick Mix Seal Surfacing (MSS) using 0.27 m3 of m2 Add cost of materials and carriage as per-(a) Type - A : Using 2.2 kg bitumen per square meter. (b) Type - B : Using 1.9 kg bitumen per square meter.Providing & laying Semi-dense Bituminous Concrete (SDBC) as wearing Add cost of materials and carriage as per

m2

m2

m2

m2

m2

m2

Providing & laying Bituminous Concrete (BC) as wearing coarse by Hot

m2

m2

m2

m2

m2

m2

Laying a single layer, 25mm thick Mastic Asphalt wearing course in road m2 Add cost of materials and carriage as per Repairing pot-holes and making up small depressions with ramming or power Add cost of materials and carriage as per (a) With premixed Chips or Bajrees with 54 kg of bitumen per m3 of (i) Using concrete mixer. m3

m3

(b) By grouting method using matrix @ 70 kg / m3 of loose net volume of m3

Repairing pot-holes and making up small depressions using cationic m3 (The payment is to be made on the basis Pre-coating stone aggregates with hot matrix @ 56 kg/m3 of net volume of m3 Add cost of materials and carriage as per Labour for repairing pot holes with pre-coated stone materials m3 m3 This item may be done in conjunction with

m3

m3

Providing & applying Surface Dressing using approved quality stone Add cost of materials and carriage as per (a) Single coat or 1st coat over granular surface using bitumen @ 12 kg per 10 m2

(b) Second coat or renewal coat on black topped surface using bitumen @ 10 m2

Spreading of sand over the bituminous surface @ 0.003 m3 per m2 of 100 m2

Providing and laying Slurry Seal approved quality fine aggregates of proper Add cost of materials and carriage as per m2

m2

m2

Providing and applying Fog Spray using low viscosity (SS Type) Cationic m2 Add cost and carriage of bitumen Labour for mixing stable anti-stripping agent of approved quality conforming Labour charges for transferring bulk bitumen from departmental vats in to

Painting (one coat) guard posts with 6nos. of 16cm wide horizontal Painting (one coat) to Salbullah guard post with 6 nos. of 16cm wide Painting (one coat) K.M. post with best quality synthetic enamel paint of (a) 5th K.M. Post (b) Ordinary K.M. PostPainting (one coat) 200m post with best quality synthetic enamel paint of Painting the vertical end faces of posts, wheel guards or railing or parapet

m2

m2

Painting with approved synthetic enamel paint circular panel (upto Painting block letters or digits in black japan or any approved synthetic

Roads_I_181-216

Page 82

296 15 30 70 31.10296 16296 (a) On Timber or Plaster surface296 (i) One coat 36.90 37.70296 (ii) Two coats 55.60 56.60296 (b) On steel or other surface296 (i) One coat 28.60 29.30296 (ii) Two coats 45.90 47.00296 17296 (a) One coat 26.90 27.70296 (b) Two coats 37.70 38.70296 18297 (a) One coat 4.60 4.80297 (b) Two coats 8.80 9.30297 19 m 10.00 10.70297 20 -297 m 409.00297 (b) With bamboos of length above 2.00m and upto 2.50m each. m 551.00297 (c) With bamboos of length above 2.50m and upto to 3.00m each. m 683.00297 21298 (a) With bamboos of length between 1.25m &upto 2.0m each. m 405.00 -298 (b) With bamboos of length above 2.00 & upto 2.50m each. m 516.00298 (c) With bamboos of length above 2.50m & upto 3.00m each. m 665.00298298 (a) 100mm x 100mm mesh 238.00 238.00298 (b) 150mm x 150mm mesh 145.00 145.00298 23 112.00 121 00298 24 217.00 220 00298 25299 (a) Vertical kerb stone. m 24.60 26.20299 (b) Flat channel stone m 21.00 22.40299 26 28.00 29.00299 27 78.00 79.00299 28 220.00 221.00299 29 347.00 371.00299 30 3.70 3.90300 31300 (a) Using Concrete(M40) Blocks having thickness 80mm300 (i) Cement / Grey Colour, 948.00 1003.00300 (ii) Other colours. 1033.00 1089.00300 (b) Using Concrete(M30) Blocks having thickness 60mm 300 (i) Cement / Grey Colour, 683.00 728.00300 (ii) Other colours. 764.00 809.00300 32 371.00 371.00

Section 4.9 - Loading, Unloading & Stacking301 1 -

301 MT 48.00301 (b) Steel materials. MT 63.00301 (c) Sand, Cinder, Lime, Moorum, Stone dust and similar materials. 49.00301 53.00301 (e) Bricks, 122.00301 (f) Stone Sets. 134.00301 2

301 MT 48.00301 (b) Steel materials. MT 63.00301 (c) Sand, Cinder, Lime, Moorum, Stone dust and similar materials. 49.00301 53.00302 (a) Bricks. 122.00302 (b) Stone Sets. 134.00302 3302 MT 58.00 62.00302 (b) Steel materials. MT 69.00 74.00

302 (c) Sand, Cinder, Lime, Moorum and similar materials. 58.00 62.00302 62.00 66.00302 (e) Bricks. 144.00 154.00302 (f) Sausage wire netting. 12.30 13.20302 MT 116.00 124.00302 (h) Stone sets. 173.00 185.00302 4303 MT 13.00 14.00303 (b) Steel materials. MT 21.00 22.00303 (c) Sand, Cinder, Lime, Moorum, Stone dust and similar materials. 19.00 21.00303 23.00 25.00303 (e) Bricks, 39.00 41.00303 (f) Stone Sets. 41.00 44.00303 5303 MT 39.00303 (b) Steel materials. MT 58.00303 (c) Sand, Cinder, Lime, Moorum, Stone dust and similar materials. 39.00303 40.00303 (e) Bricks, 81.00303 (f) Stone Sets. 104.00304 6304 MT 39.00304 (b) Steel materials. MT 58.00304 (c) Sand, Cinder, Lime, Moorum, Stone dust and similar materials. 39.00304 40.00304 (e) Bricks, 81.00304 (f) Stone Sets. 104.00304 7 -304 MT 39.00304 (b) Steel materials. MT 58.00304 (c) Sand, Cinder, Lime, Moorum, Stone dust and similar materials. 35.00304 37.00305 (e) Bricks, 81.00 -305 (f) Stone Sets. 104.00305 8 -305 MT 60.00305 (b) Steel materials. MT 85.00305 (c) Sand, Cinder, Lime, Moorum, Stone dust and similar materials. 39.00305 40.00305 (e) Bricks, 92.00305 (f) Stone Sets. 127.00

Priming one coat to timber or plastered surface with ready mixed m2

Painting (any shade as directed by Engineer-in-charge) with best quality

m2

m2

m2

m2

Painting with ready mixed red lead paint of approved make and brand including m2

m2

Cement washing with admixture of pigment if necessary as directed by m2

m2

Extra to cover increased labour cost etc. for construction of pucca surface drain Close bamboo walling made of 65mm to 75mm dia. bamboos >(in (a) With bamboos of length between 1.25m to 2.00m each.

Bamboo pile walling made of 6.5cm to 7.5cm dia bamboo (in single line)

22 Weaving wire mattress as directed with wire of 4mm dia. and making sausage m2

m2

Filling properly the empty sausage crates with boulders of any size & m3

Labour for dismantling old wood work in bridges, culverts etc. m3

Taking out stone slabs of kerb & channel of road side drain resetting to

Snowcem (or similar approved quality) decorative finish of approved shade m2

Painting with acrylic exterior surface finish (Weather shield of ICI or m2

Painting with Dekguard of Fosroc or other approved quality products on m2

Labour for dagbelling 10cm to 15cm wide and 7cm to 10cm deep 'V shaped 1000 Pumping out water from ponds or tanks (Payment is to to be made on quantity m3

Providing and laying of Interlocking Concrete Block Pavements as per

m2

m2

m2

m2

Providing and applying road markings over bituminous surface using m2

Loading materials in to wagon including necessary carriage by head load within a lead of 30 m.

The Contractor is required to bring materials to the station when wagons are available and stack the material at the railway yard or station for loading, within permissible time limit. The Contractor shall be liable to pay any wharfage

(a) Cement in bags, Tar or asphalt in drums and timber and similar

m3

(d) Brick-bats, Boulder, Stone materials, Slag materials, Stone m3

1000 1000

Unloading materials from railway wagon including necessary carriage by head load within a lead of 30 m.

The contractor is required to take delivery of the materials immediately on arrival of the wagon and to unload the wagon and stack the same at the railway yard or station for immediate removal to destination and cleaning the railway yard

(a) Cement in bags, Tar or asphalt in drums and timber and similar

m3


1000 1000

Loading in to trucks at the lifting point, unloading at destination, stacking The apportionment of cost may be (a) Cement in bags, Tar or asphalt in drums and timber and similar

m3

(d) Brick-bats, Boulder, Stone materials, Slag materials, Stone m3.1000

100 m2

(g) Heavy sections of R.S. Joists 460 mm x 150 mm and above and steel 1000

Labour for carriage by head load for each additional 30 m or part thereof This item is payable only when the (a) Cement in bags, Tar or asphalt in drums and timber and similar

m3


1000 1000

Labour for unloading from truck and loading in to boat at ferry crossing (a) Cement in bags, Tar or asphalt in drums and timber and similar

m3


1000 1000

Labour for unloading from boat and loading in to truck at ferry crossing where (a) Cement in bags, Tar or asphalt in drums and timber and similar

m3


1000 1000

Labour for loading into boat and unloading the same at the opposite bank (a) Cement in bags, Tar or asphalt in drums and timber and similar

m3


1000 1000

Labour for loading into boat and unloading the same and loading into truck at (a) Cement in bags, Tar or asphalt in drums and timber and similar

m3


1000 1000

Roads_I_181-216

Page 83

305 9305 (a) Up to 600 mm diameter. m. 46.00 46.00305 (b) Above 600 mm upto 900 mm diameter. m. 61.00 62.00306 c) Above 900 mm and upto 1200 m. m. 79.00 80.00306 10306 (a) Up to 600 mm diameter,306 (i) Over surfaced road. m. 6.70 6.70306 (ii) Over Katcha track and track in river / nallah bed and choe bed. m. 16.20 16.20306 (b) Above 600 mm upto 900 mm diameter,306 (i) Over surfaced road. m. 9.40 9.40306 (ii) Over Katcha track and track in river / nallah bed and choe bed. m. 22.60 22.60

306 (c) Above 900 mm and upto 1200 mm.306 (i) Over surfaced road. m. 15.60 15.60306 (ii) Over Katcha track and track in river / nallah bed and choe bed. m. 37.70 37.70

306

ANNEXURE

TABLE I -1 : ISSUE RATES OF CEMENT & STEEL MATERIALS

Description of Items Issue Rate (Supplied by Department) Remarks

315 1 2 3 4 5 6315 1 Cement: MT 5500.00 -315 2315 (i) Mild Steel rods.: MT 46750.00 42550.00315 (ii) Tor Steel rods/HYSD bars/TMT bars. MT 46750.00 42550.00

315 (iii) TISCON-CRS 42 or any other approved brand. MT 51400.00 46900.00

315 (iv) Strands TATA SSL/USHA Martin or any other approved brand. MT 81450.00 74950.00

315 (v) Steel plates:315 (a) 6-10 mm. MT 41410.00315 (b) 10-20 mm. MT 43670.00315 (c) 25 - 40 mm. MT 45490.00315 (vi) Structural steel (MS) angles, joists, channels, flats etc.

315 (a) up to 200mm size. MT 42790.00 38840.00315 (b) above 200mm and up to 400 mm size. MT 51760.00 48220.00

315 (c) Above 400 mm size. MT 54940.00

315

Labour for loading RCC pipe into truck at the lifting point, unloading at The apportionment of cost may be

Labour for carriage of RCC pipe manually for each additional lead of 30 m. The apportionment of cost may be

Item No.

Basic Price (Supplied by Contractor)

(1) Rates furnished in column - 4 for item 1 & 2are the Issue Rates of the materials at Departmental Stack yards / Godowns. In case of misuse or loss of the materials from the Contractor's custody, the cost is to be recovered from the Contractor's bill or other dues as specified in P. W. Department Order No. 2809 (3)-A dated 24.07.1971.

Steel materials:

(2) For Sub-items of Item No. 2, the Basic Prices, exclusive of contractor's profit are given in column 5. To arrive at the complete rate, actual carriage cost from source to site and contractor's profit are to be added with the Basic Prices.(3) In calculating the carriage cost the source of the materials under item No. 2 may be considered at Durgapur or atKolkata.

Roads_I_217-232

Page 84

Description of Items

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Section 4.4 - Bridge & Culvert Works

217 23217 (a) In 1:3 proportion. 3910.00 3487.00 3370.00 3357.00 3811.00 3525.00 3472.00 3416.00 3515.00 3461.00 3469.00 3461.00 3469.00 3525.00 4144.00217 (b) In 1:4 proportion. 3698.00 3271.00 3153.00 3140.00 3600.00 3310.00 3257.00 3199.00 3300.00 3245.00 3256.00 3245.00 3256.00 3309.00 3932.00217 (c) In 1:6 proportion. 3441.00 3014.00 2896.00 2882.00 3342.00 3052.00 2999.00 2941.00 3043.00 2988.00 2998.00 2988.00 2998.00 3051.00 3674.00217 24217 (a) Up to 1.5 m span. 97.00 86.00 80.00 82.00 94.00 95.00 95.00 82.00 85.00 87.00 90.00 90.00 90.00 86.00 124.00217 (b) Up to 4.5 m span. 0.11 *1Q1 94.00 96.00 110.00 111.00 111.00 96.00 100.00 101.00 105.00 105.00 105.00 101.00 145.00217 (c) Up to 6.0 m span. 133.00 118.00 110.00 112.00 129.00 130.00 130.00 113.00 117.00 119.00 123.00 123.00 123.00 118.00 170.00217 25218218 59.00 53.30 62.40 51.90 58.70 54.70 54.50 52.40 54.40 54.00 56.10 54.00 56.10 53.60 59.70218 70.40 63.60 68.40 61.80 70.10 65.30 65.00 62.40 64.90 64.40 66.90 64.40 66.90 66.80 71.30218 92.30 82.10 80.40 79.50 91.80 84.70 84.20 80.40 84.00 82.40 87.10 82.40 87.10 82.50 92.60218218 66.90 58.50 57.00 56.30 66.50 60.30 60.20 57.00 60.10 59.60 62.60 59.60 62.60 58.80 67.50218 80.70 69.50 67.50 66.50 80.10 72.30 71.70 67.50 71.60 70.90 74.90 70.90 74.90 69.90 80.90218 26 57.50 55.80 55.50 55.30 57.40 56.20 56.10 55.50 56.10 56.00 56.60 56.00 56.60 55.80 58.50219 27 Neat cement punning on cement plaster surface. 29.80 29.80 29.80 29.80 29.80 29.80 29.80 29.80 29.80 29.80 29.80 29.80 29.80 29.80 31.00

219 28 m 71.40 63.30 61.40 60.90 70.10 64.50 63.70 61.90 64.20 63.30 64.60 63.30 64.60 63.80 74.20

219 29

219 (a) Having cross sectional area less than 200 cm2 m 325.00 325.00 325.00 325.00 325.00 325.00 325.00 325.00 325.00 325.00 325.00 325.00 325.00 325.00 343.00

219 (b) Having cross sectional area more than 200 cm2. m 397.00 397.00 397.00 397.00 397.00 397.00 397.00 397.00 397.00 397.00 397.00 397.00 397.00 397.00 424.00

220 30220 3260.00 3102.00 3005.00 2997.00 3236.00 3102.00 3093.00 3007.00 3122.00 3050.00 3126.00 3074.00 3122.00 3188.00 3219.00220 [b). 1:2 :4 concrete. 2672.00 2459.00 2421.00 2403.00 2661.00 2512.00 2501.00 2421.00 2499.00 2485.00 2563.00 2485.00 2563.00 2467.00 2658.00220 2112.00 1903.00 1866.00 1848.00 2101.00 1955.00 1945.00 1866.00 1942.00 1929.00 2005.00 1929.00 2005.00 1911.00 2099.00220 1802.00 1593.00 1556.00 1537.00 1795.00 1643.00 1626.00 1556.00 1633.00 1620.00 1697.00 1620.00 1697.00 1601.00 1792.00

221 31221 (a) With 1:11/2:3 concrete. 385.00 362.00 368.00 345.00 383.00 381.00 387.00 387.00 374.00 382.00 356.00 376.00 391.00 369.00 437.00221 (b) With M-30 Grade concrete (Design Mix) 406.00 382.00 389.00 364.00 404.00 402.00 409.00 408.00 395.00 303.00 373.00 397.00 413.00 390.00 461.00222 32222 (a) M-15 Grade using concrete mixer. 2852.00 2687.00 2585.00 2577.00 2827.00 2687.00 2677.00 2587.00 2707.00 2632.00 2712.00 2657.00 2707.00 2787.00 2803.00222 (b) M-20 Grade: 222 (i) Using concrete mixer. 3082.00 2917.00 2815.00 2807.00 3057.00 2917.00 2907.00 2817.00 2937.00 2862.00 2942.00 2887.00 2937.00 3007.00 3033.00223 (ii) Using Batching Plant, Transit Mixer & Concrete Pump. 2935.00 2770.00 2668.00 2661.00 2910.00 2770.00 2760.00 2671.00 2790.00 2715.00 2795.00 2740.00 2790.00 2860.00 2874.00223 c) M – 25 Grade:223 (i) Using concrete mixer. 3424.00 3259.00 3156.00 3149.00 3399.00 3259.00 3249.00 3159.00 3279.00 3204.00 3284.00 3229.00 3279.00 3349.00 3374.00223 (ii) Using Batching Plant, Transit Mixer & Concrete Pump. 3277.00 3112.00 3010.00 3002.00 3252.00 3112.00 3102.00 3012.00 3132.00 3057.00 3137.00 3082.00 3132.00 3202.00 3216.00223 d) M – 30 Grade:223 (i) Using concrete mixer. 3453.00 3288.00 3185.00 3178.00 3428.00 3288.00 3278.00 3188.00 3308.00 3232.00 3313.00 3258.00 3308.00 3378.00 3404.00223 (ii) Using Batching Plant, Transit Mixer & Concrete Pump. 3298.00 3134.00 3031.00 3024.00 3274.00 3134.00 3124.00 3034.00 3154.00 3079.00 3159.00 3104.00 3154.00 3224.00 3238.00223 e) M – 35 Grade:223 (i) Using concrete mixer. 3546.00 3381.00 3279.00 3271.00 3531.00 3381.00 3371.00 3281.00 3401.00 3326.00 3406.00 3351.00 3401.00 3471.00 3498.00223 (ii) Using Batching Plant, Transit Mixer & Concrete Pump. 3392.00 3227.00 3125.00 3117.00 3367.00 3227.00 3217.00 3137.00 3247.00 3172.00 3252.00 3197.00 3247.00 3317.00 3331.00224

224224224 33225 a) M – 40 Grade:225 (i) Using concrete mixer. 3705.00 3540.00 3437.00 3430.00 3680.00 3540.00 3530.00 3440.00 3560.00 3485.00 3565.00 3510.00 3560.00 3630.00 3657.00225 (ii) Using Batching Plant, Transit Mixer & Concrete Pump. 3539.00 3374.00 3272.00 3264.00 3514.00 3374.00 3364.00 3274.00 3294.00 3319.00 3399.00 3344.00 3394.00 3464.00 3479.00225 3761.00 3591.00 3489.00 3481.00 3731.00 3591.00 3581.00 3491.00 3611.00 3536.00 3616.00 3561.00 3611.00 3681.00 3695.00225 3919.00 3749.00 3647.00 3639.00 3889.00 3749.00 3739.00 3649.00 3769.00 3694.00 3774.00 3719.00 3769.00 3839.00 3853.00226 4167.00 3997.00 3895.00 3887.00 4137.00 3997.00 3987.00 3987.00 4017.00 3942.00 4022.00 3967.00 4017.00 4087.00 4101.00226226226226 34 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00 6.00227 35227 (a) With Concrete grade M - 20 3489.00 3324.00 3222.00 3215.00 3464.00 3324.00 3314.00 3225.00 3344.00 3269.00 3349.00 3294.00 3344.00 3414.00 3440.00227 (b) With Concrete grade M - 25 3679.00 3515.00 3412.00 3405.00 3654.00 3515.00 3505.00 3415.00 3535.00 3460.00 3540.00 3485.00 3525.00 3604.00 3630.00227227228228 36228 (a) 10 cm. diameter pile. 133.00 126.00 126.00 127.00 140.00228 (b) 12.5 cm. diameter pile. 185.00 182.00 182.00 182.00 183.00228 (c) 15 cm. diameter pile. 291.00 286.00 286.00 286.00 293.00228 (d) 17.5cm dtemetBr pile. 419.00 394.00 394.00 394.00 397.00228 (e) 20 cm. diameter pile. 615.00 598.00 598.00 598.00 610.00228 (f) 22.5 cm diameter pile. 774.00 751.00 751.00 751.00 767.00228 (g) 25 cm. diameter pile, 992.00 961.00 961.00 961.00 984.00228 (h) 28 cm. diameter pile, 1183.00 1152.00 1152.00 1152.00 1180.00228 (i) 30 cm. diameter pile. 1452.00 1401.00 1401.00 1401.00 1416.00

229 37229 (a) 10 cm. diameter pile. m 56.00 50.00 43.00 50.00 55.00 43.00 43.00 43.00 55.00 55.00 50.00 50.00 50.00 50.00229 (b) 12.5 cm. diameter pile. m 83.00 72.00 70.00 73.00 78.00 70.00 70.00 70.00 78.00 78.00 73.00 73.00 73.00 73.00229 (c) 15 cm. diameter pile. m 124.00 116.00 102.00 109.00 119.00 102.00 102.00 102.00 119.00 119.00 116.00 116.00 116.00 116.00229 (d) 17.5 cm diameter pile. m 188.00 182.00 168.00 182.00 184.00 168.00 168.00 168.00 184.00 184.00 174.00 174.00 174.00 174.00229 (e) 20 cm. diameter pile. m 262.00 247.00 233.00 247.00 259.00 233.00 233.00 233.00 259.00 259.00 247.00 247.00 247.00 247.00229 (f) 22.5 cm diameter pile. m 290.00 276.00 269.00 276.00 284.00 269.00 269.00 269.00 284.00 284.00 276.00 276.00 276.00 276.00229 m 364.00 334.00 328.00 334.00 348.00 328.00 328.00 328.00 348.00 348.00 319.00 319.00 319.00 319.00229229 38 32.30 31.60 31.40 31.50 32.30 31.80 31.80 31.40 31.60 31.40 31.40 31.40 31.40 31.40 33.50229 39 647.00 605.00 616.00 574.00 643.00 639.00 651.00 650.00 626.00 640.00 594.00 631.00 658.00 618.00 543.00230230 40 1254.00 1126.00 989.00 1026.00 1226.00 1064.00 1083.00 1026.00 1093.00 1045.00 1026.00 1083.00 1083.00 1045.00 1026.00230 41231 (a) Diameter above 600 mm and upto 900 mm Nos. 1706.00 1597.00 1568.00 1576.00 1670.00 1592.00 1699.00 1568 1677.00 1619.00 1641.00 1532.00 1532.00 1677.00 1568.00231 b) Diameter up to 600 mm. Nos. 1300.00 1198.00 1183.00 1191.00 1267.00 1278.00 1278.00 1183 1263.00 1234.00 1249.00 1169.00 1169.00 1263.00 1186.00231 42231 a) With cement-sand mortar 1:6231 I) Random 892.00 899.00 492.00 905.00 905.00 962.00231 ii) Coursed 956.00 962.00 956.00 962.00 962.00 1025.00231 iii) Square and coursed 968.00 975.00 968.00 987.00 987.00 1057.00231 b) With cement-sand mortar 1:5231 I) Random 987.00 994.00 987.00 994.00 994.00 1019.00231 ii) Coursed 1044.00 1057.00 1044.00 1057.00 1057.00 1082.00231 iii) Square and coursed 1057.00 1063.00 1057.00 1063.00 1063.00 1133.00232 (c) With cement-sand mortar 1:4232 (i) Random. 1127.00 1133.00 1127.00 1133.00 1133.00 1197.00232 (ii) Coursed. 1184.00 1197.00 1184.00 1197.00 1197.00 1255.00232 (iii) Squared & coursed. 1191.00 1203.00 1191.00 1006.00 975.00 1203.00 1203.00 1261.00232 1203.00 1178.00232 43232 (a) With cement-sand mortar 1:6 943.00 962.00 975.00 968.00 968.00 962.00232 (b) With cement-sand mortar 1:4 1184.00 1171.00 1184.00 1197.00 1197.00 1171.00

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First class brick work in cement sand mortaT in steining m3

m3

m3

Extra labour for First Class brick work in arches m3

m3

m3

Plaster with sand and cement mortar including (a) With 4:1 cement mortar.

(i) 10 mm thick plaster. m2

(ii) 15 mm thick plaster. m2

(iii) 20 mm thick plaster. m2

(b) With 6:1 cement mortar:(i) 15 mm thick plaster. m2

(ii) 20 mm thick plaster. m2

Rule pointing to brick work in sand and cement mortar (3:1) m2

m2

String course up to 75mm. projection and up to 150mm. depth cement plastered (4:1) (including stripping off old surface where necessary) complete.Supplying, fitting & fixing pre-cast neat cement finished R.C. Handrails as per drawing and specification with concrete mix in M-30 Grade concrete with excellent concrete finish with casting on a vibratory platform with proper cover as per direction of Engineer-in-Charge including cost of

Providing & laying cement concrete, with or without (a) 1:1.5:3 concrete. m3

m3

(c) 1:3:6 concrete. m3

(d) 1:4:8 concrete. m3

Note-1 Construction wing is to add cost and carriage of coarse aggregates only to arrive at consolidated rate.

Note-2 :While actually providing the item in estimate or agreement of work, maximum nominal size of coarse agregates intended to be used should be selected and mentioned in the item.

Providing and laying cement concrete wearing course, with m2

m2

Providing and laying Design Mix concrete for reinforced m3

m3

m3

m3

m3

m3

m3

m3

m3

Note-1 Construction wing is to add cost and carriage of coarse aggregates only to arrive at consolidated rate.

Note-2 :While actually providing the item in estimate Note-3: From durability consideration, the value of Providing and laying Design Mix concrete for reinforced

m3

m3

b) M – 45 Grade: Using Batching Plant, Transit Mixer & m3

c) M – 50 Grade: Using Batching Plant, Transit Mixer & m3

d) M – 55 Grade: Using Batching Plant, Transit Mixer & m3

Note-1 Construction wing is to add cost and carriage of Note-2 :While actually providing the item in estimate Note-3: From durability consideration, the value of Labour for adding and mixing superplastisizer in concrete as m3

Providing and laying Design Mix concrete for reinforced m3

m3

Note-1 Construction wing is to add cost and carriage of Note-2 :While actually providing the item in estimate Note-3: From durability consideration, the value of Supplying Sal-bullah piles at work site, including dressing

(Diameter-of pile to be measured at a distance of 1.5m from Supplying Eucalyptus-bullah piles at work site,including

(g) 22.5 cm diameter pile. (Diameter of pile to be(Diameter-of pile to be measured at a distance of 1.5m from Flushing the joints (at least 4 cm depth) in the top m2

Providing and laying M-15 grade concrete blocks of size 500 m2

MoRT&H Specification for Road & Bridge Works (4th Rev.) Brick pitching with 25 cm thick standard I – shaped brick m2

Supplying pre-cast R.C.C bell-mouths, cast in 1:2:4 mix with

Rubble masonry in cement mortar with hard, dressed stones

m3

m3

m3

m3

m3

m3

m3

m3

m3

Note:Construction wing is to add cost and carriage of coarse Masonry work with rough dressed laterite stones of size as

m3

m3

Note: Construction wing is to add cost and caniage of 1.21

Roads_I_287-294

Page 85

Description of Items

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Section 4.8 - Miscellaneous Works287 1 Each 968.00 953.00 945.00 940.00 968.00 966.00 970.00 943.00 961.00 968.00 953.00 934.00 937.00 954.00 964.00288 2 Each 387.00 371.00 363.00 358.00 387.00 382.00 390.00 361.00 380.00 385.00 371.00 351.00 354.00 373.00 375.00

289 3290 (a) 5th Kilometer Post: Each 2429.00 2297.00 2229.00 2186.00 2425.00 2413.00 2446.00 2211.00 2364.00 2429.00 2299.00 2129.00 2160.00 2308.00 2317290 (b) Ordinary Kilometer Post. Each 1892.00 -1761.00 1692.00 1649.00 1888.00 1887.00 1909.00 1674.00 1828.00 1892.00 1762.00 1592.00 1623.00 1781.00 1767.00290 4 Each 881.00 816.00 781.00 760.00 879.00 874.00 891.00 772.00 850.00 882.00 816.00 730.00 745.00 821.00 815.00291 5292292 (i) One brick flat pavement. 261.00 223.00 213.00 212.00 254.00 224.00 217.00 222.00 226.00 226.00 222.00 226.00 226.00 277.00292 (ii) One brick on edge pavement. 382.00 331.00 317.00 315.00 371.00 333.00 330.00 322.00 328.00 330.00 330.00 328.00 330.00 336.00 409.00292 393.00 341.00 327.00 326.00 381.00 346.00 340.00 333.00 339.00 341.00 341.00 339.00 341.00 346.00 419.00292292 (i) One brick flat pavement. 294.00 255.00 245.00 243.00 287.00 260.00 256.00 248.00 254.00 258.00 258.00 254.00 258.00 258.00 310.00292 (ii) One brick on edge pavement. 416.00 365.00 350.00 348.00 405.00 369.00 363.00 355.00 362.00 364.00 364.00 362.00 364.00 369.00 443.00292 430.00 377.00 363.00 362.00 418.00 384.00 376.00 369.00 375.00 377.00 377.00 375.00 377.00 382.00 457.00293 6 m293 (a) Using eucalyptus bullah 869.00 802.00 749.00 802.00 839.00 749.00 749.00 749.00 839.00 839.00293 (b) Using sal bullah 1425.00 1373.00 1373.00 1380.00294 7 m 454.00 415.00 383.00 370.00 450.00 449.00 461.00 377.00 436.00 451.00 405.00 387.00 393.00 430.00 437.00

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Supplying fitting and fixing R.C guard post 1.37m Supplying, fitting and fixing rectangular R.C. 200 m post of size 65cm x 15cm x 10cm with cement concrete 1:2:4 with graded stone chips of 13.2mm down including cost of providing 2 nos. of inverted U-shaped 6mm dia M.S. rods of length 1.40m and 5 nos. of 6mm dia M.S. binders .sD£u»d at 100mm C/C and of above Supplying, fitting and fixing 5th KM post / KM post

Supply fitting and fixing boundary pillars as per Brick pavement with 1st class / picked jhama (a) When laid with a cushion of sand below

m2 228'm2

(iii) One brick on edge pavement laid in m2

(b) When laid in cement mortar (1:6) on the m2

m2

(iii) One brick on edge pavement laid in herring m2

Drum sheet walling 1.40m (av) high on Sal /

Construction of cement concrete kerb with top

Item No. 8 to 32

Roads_II

Page 86

Description of Items Unit Zone

308 1 A 61.00 74.00 86.00 98.00 110.00 11.00 per km 10.00 per km 9.80 per km 9.50 per km 8.70 per km

B 91.00 108.00 133.00 151.00 172.00 16.50 per km 15.00 per km 13.05 per km

308 2 A 68.00 5.90 per km. 5.80 per km 5.50 per km 4.60 per km

B 96.00 8.85 per km 8.70 per km 8.25 per km 7.65 per km 6.90 per km

308 3 A 85.00 6.20 per km 6.00 per km 5.80 per km 5.60 per km 5.10 per km

B 110.00 9.30 per km 9.00 per km 8.40 per km 7.65 per km

308 4 A 79.00 10.00 /km 9.20 /km 9.00 /km 8.70 /km 8.00 /km

B 124.00 15.00 /km 13.80 /km 13.50 /km 13.05 /km 12.00/km

308 5 A 79.00 10.00 /km 9.20 /km 9.00. /km 8.70-/km 8.00/km

B 124.00 15.00 /km 13.80 /km 13.50 /km 13.05 /km 12.00/km

308 6 A 242.00 24.50 /km 23.00 /km 22.00 /km 21.30 /km 19.20/kmB 464.00 . 36.75 /km 34.50 /km 33.00 /km 31.95 /km 28.80/km

309 7 m. A 34.00 4.00 /km 3.90 /km 3.80 /km 3.70 /km 3.40 /km

B 68.00 6.00 /km 5.85 /km 5.70 /km 5.10/km

309 8 m. A 42.00 5.00 /km 4.90 /km 4.80 /km 4.60 /km 4.30/kmB 78.00 7.50 /km 7.00 /km 6.90 /km 6.45/km

309 9 m. A 84.00 11.00 /km 9.80 /km 9.70 /km 9.30 /km 8.60 /km

B 144.00 16.50 /km 14.70 /km 14.55 /km 13.95 km 12.90/km

309 10 A 70.00 9.00 /km 8.10 /km 8.00 /km 7.70 /km 7.10/km

B 135.80 13.50 /km 12.15 /km 12.00 /km 11.55 /km 10.65/km

309 11 MT A 468.00 4.30 per km 4.00 per km

B 866.00 6.45 per km 6.00 per km

310 12 Each A 2.00 Rs. 1.00 per km.

B 4.70 Rs. 1.80 per km

310 13 Each A 6.00 Rs. 2.00 /km

B 10.00 Rs. 3.70/km

310 14 Each A 24.00/km

B 44.00/km

310 15 Each A 31.00/km

B 56.00/km

310 16 Each A 31.00/km

B 56,00/km

310 17 Each A 12.00

B 28.50

311 18 Each A 16.00

B 37.50

311 19 Each A 47.00

B 90.00

311 20 Each A 31.00

B 56.00

CARRIAGE BY VAN RICKSAW INCLUDING LOADING, UNLOADING & STACKING (AS NECESSARY)

Description of Items Unit Distance not exceeding 2 kms.

311 20 44.00 Rs. 8.00 per km Rs. 5.00 per km311 119.00 Rs. 22.50 per km Rs. 14.50 per km

311 MT 32.00 Rs. 5.50 per km Rs. 3.50 per km

P.W. (Roads) DirectorateSchedule of Rates : 2008-2009

CARRIAGE BY BOAT INCLUDING LOADING, UNLOADING & STACKING (AS NECESSARY)(This item is applicable for Zone - A only when tarriage by road by any nieans is not feasible)

Section 4.10Road Transportation & Carriage works

Page Item Up to Above Above 2 Above 3 Above 4 Above 5 Above 10 Above 20 Above 50 Above 100 Above 200 Section 4.10 - Road Transportation & Carriage works

Carriage of Earth over pucca road. m3

14.70 per km

14.25 per km

Carriage of Cement (in bags), tar or asphalt (in drums), timber and similar miscellaneous materials over pucca road.

Rs. per MT

5.10 r per km'

Carriage of steel materials over pucca road.

Rs. per MT

8.70. per km

Carriage of Sand, Cinder, Soorkey, Lime, Moorum and similar miscellaneous materials over pucca road.

Rs. per m3 .

Carriage of Brick-bat, Boulder, Stone metal, Stone chips, gravel, slag metal, Shingle, stone set and similar miscellaneous mateTTals over pucca road.

Rs. per m3

Carriage of Brick over pucca road. 1000 nos.

Carriage of RCC pipes and collars upto 600 mm diameter over pucca road.

5.55 /km

Carriage of RCC pipes and collars upto 900 mm diameter over pucca road. 77.35 /km

Carriage of RCC pipes and collars upto 1200 mm diameter over pucca road.

Carriage of Sausage wire netting over pucca road.

1000 m2

Carriage of Bitumen in bulk in insulated tanks from refinery to work site including loading, unloading the same at hot mix plant/ bitumen storage tanks / empty bitumen dums / tar boiler as per direction of the Engineer - in - Charge at specified temperature including necessary heating arrangements during transfer & transit with all incidental charges.Collecting & carrying empty tar or bitumen drums, including loading, unloading & stacking complete.

Carriage of Boundary Pillar, R.C Guard posts, Km Posts etc. from godown or stackyard to work site, including loading, unloading as per direction.

Carriage of Hand Roller over pucca rdad including loading & unloading for weight of roller upto 3 tonne.

Carriage of Hand Roller over pucca road including loading & unloading for weight of roller above 3 tonne

Carriage of Tar Boiler including loading, unloading and carriage by truck over pucca road.

Carriage of Hand Mixing drums with stands (detachable) over pucca roa.

Carriage of Hand Mixing drums with stands (fixed with drum) over pucca road.

Carriage of Miller Mixer over pucca road including loading, unloading & stacking.

Carriage of Concrete Mixer over pucca road including loading, unloading & stacking.

(This item is applicable for Zone - A only when carriage by truck/ tipper is not feasible)

Item No.

Distance exceeding 2 kms but not exceeding 5 kms (per km or part thereof)

Distance exceeding 5 kms but not exceeding 10 kms (per km or part thereof)

(a) Carriage of Brick-bats, Jhama m3

(b) Carriage of Bricks. 1000 nos.-

(c) Carriage of Bitumen, cement & steel materials.

Roads_II

Page 87

Description of Items Unit Rate312 21 Rs. 13.00 per km312 Rs. 26.50 per km312 MT Rs. 15.50 per km312 MT Rs. 20.00 per km

TABLE I - 2 : EX-OUTLET PRICES OF BITUMEN

Description of item Rates at outlets (Rs.)Unit At Siliguri

1 Bitumen (Bulk): 80/100 MT

2 Bitumen (Packed): 80/100 MT





7 Bituminous Emulsion (Packed) RS Type MT

8 MT

9 Bituminous Emulsion (Packed) SS Type MT

10 CRMB-50 (Bulk) MT

11 CRMB-50 (Packed) MT





Note

12345

316

Item (a) Carriage of Stone materials, m3

(b) Carriage of Bricks. 1000 (c) Carriage of Bitumen (in drums), (d) Carriage of steel materials

SI. No. At

HaldiaAt

UluberiaAt

Ramnagar

Bituminous Emulsion (Packed) MS Type

All the above rates (si. 1 to1S)are The rates of packed materials To evaluate the cost of To evaluate Issue Rate and cost at site To evaluate cost at site of bitumen I

WB PWD Schedule 2010 - Complete

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