Final_Detailed Estiamte ForB.kotkur FDR

8/2/2019 Final_Detailed Estiamte ForB.kotkur FDR

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Sl No Description Amount

1 Road Part 30062

2 Construction of drain 63424

Sub Total 93486

3 Add VAT @ 4% (PART-B) 3280

4 Provision for QC charges at 0.50% LS 467

5 LS for Unforeseen items 2767

TOTAL 100000

GENERAL ABSTRACT

Name of Work : Flood Damage to the C.D.Works and

C.C.road in B.C.Colony (Balance Work) at Brahmanakokur

of Nandikotkur Mandal.

Assistant Engineer

M.P. Nandikotkur



As per MORD (Part-II) specifications Estt.Cost.Rs. 0.3 Lakhs

S

No

Description

of ItemNo

Length

(m)

Width

(m)

Thik

ness

(m)

Quantity Rate (Rs)Amount

(Rs)

1 2 3 4 5 6 8 9 10

GSB Shoulders1

For

Approaches

near Nagaiah

House

2 5.00 3.00 0.15 4.50

ForApproaches

near Boya

Ramudu

House

2 4.80 1.10 0.15 1.58

For

Approaches

near

S.Sankaraiah

House

2 4.80 1.50 0.15 2.16

For Shoulders 2 117.05 0.60 0.15 21.07

29.31 277.52 1 Cum 8135

2

1 10.00 3.10 0.17 5.27

5.27 4160.66 1 Cum 21927

Total

Assistant Engineer

Construction of Granular shoulders using Gravel & Sand by

providing well graded material , spreading in uniform layers

with motor grader on prepared surface, mixing by mix in place

method with rotavator at OMC, and compacting with Static

Roller 80-100 kN capacity to achieve the desired density,

complete as per Technical Specification Clause 402 MORD, But

excluding VAT charges.

Construction of un-reinforced, dowel jointed at expansion and

construction joint only, plain cement concrete pavement,thickness as per design, over a prepared sub base, with 43

grade cement or any other type as per clause 1501.22

M30(Grade), coarse and fine agregates conforming to IS:383

maximum size of coarse agregate not exceeding 25mm, mixed

in a concrete mixer of not less than 0.2cum capacity and

appropriate weigh batcher using approved mix design, laid in

approved fixed side form work (steel channel, laying and fixing

of 125 micron thick polythene film, wedges, steel plates

including levelling the form work as per drawing), spreading the

concrete with shovels, rakes, compacted using needle, screed

and plate vibrators and finished in continous operation

including provision of contraction and expansion, construction

joints, applying debonding strips, primer, sealant, dowel bars,near approachs to bridge/culvert and construction joint,

admixtures as approved, curing of concrete slabs for 14 days,

curing compound (where specified) and water finishing to lines

and grade as per drawing and technical specification clause

1501.22 but excluding VAT charges.

unit

7

30062

DETAILED AND ABSTRACT ESTIMATE

Name of Work : Flood Damage to the C.D.Works and C.C.road in B.C.Colony (Balance Work) at

Brahmanakokur of Nandikotkur Mandal.



M.P. Nandikotkur



Estt.Cost.Rs. 0.63

Sl.

No.Description of Item No Length (m) Width(m)

Thicknes

s(m)Quantity Rate (Rs)

unit

perAmount (Rs)

1 2 3 4 5 6 7 8 9 10

1

Near Vadde Nagaiah

House

1 5.00 1.50 0.80 6.00

Near Boya Ramudu 1 4.80 1.70 0.80 6.53

Near S.Sankaraiah 1 4.80 1.70 0.80 6.53

NET : 19.06 71.34 1 1359.00

3

Near Vadde Nagaiah 1 5.00 1.50 0.20 1.50

Near Boya Ramudu 1 4.80 1.70 0.20 1.63


NET : 4.76 2354.80 1 11218.00

4

Near Vadde Nagaiah 2 5.00 0.45 0.60 2.70

Construction of 0.60m Vent RCC deck Slab Culverts 3 Nos.Type of CrossDrainage work:

Earthwork in excavation for structures as per drawing and

technical specifications Clause 305.1 including setting out,

construction of shoring and bracing, removal of stumps and other

deleterious material and disposal upto a lead of 50 m, dressing

of sides and bottom and backfilling in trenches with excavatedsuitable material as per Technical Specification 305 MORD / 304

MORTH , but excluding VAT.

Providing concrete for plain concrete M 10 grade for using 40

mm Graded hard stone aggregate, mechanically mixed,

placed in foundation and compacted by vibration includingcuring for 14 days complete as per drawings and technical

specifications Clause 802, 803, 1202 & 1203 MORD and

1500, 1700 & 2100 MORTH ,including overhead charges &

Contractors profit but excluding VAT.

COST ESTIMATE FOR ROADS CONSTRUCTION OF CROSS DRAINAGE WORKS

Providing concrete for plain concrete M 7.5 grade in open

foundations using 40 mm nominal size Graded hard stone

aggregate, mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days complete as

per drawings and technical specifications Clause 802, 803, 1202

& 1203 MORD and 1500, 1700 & 2100 MORTH , but excluding

Name of Work : Flood Damage to the C.D.Works and C.C.road in B.C.Colony (Balance

Work) at Brahmanakokur of Nandikotkur Mandal.

4



Sl.

No.Description of Item No Length (m) Width(m)

Thicknes

s(m)Quantity Rate (Rs)

unit

perAmount (Rs)

1 2 3 4 5 6 7 8 9 10

Near Boya Ramudu 2 4.80 0.40 0.60 2.30


NET : 7.31 2684.13 1 19616.00

Near Vadde Nagaiah

House

1 5.00 1.50 0.15 1.13

Near Boya RamuduHouse

1 4.80 1.70 0.15 1.22

Near S.Sankaraiah

House

1 4.80 1.70 0.15 1.22

NET : 3.57 4856.39 1 17352.00

6 0.300 46262.61 1M.T. 13879.00

TOTAL : Rs 63424.00

Assistant Engineer

M.P. Nandikotkur

Supplying, fitting, and placing HYSD bar reinforcement in

superstructure complete as per drawing and technical

specifications Clauses 1002, 1010 and 1202 MORD / 1600

MORTH, for Bars below 36 mm dia including over laps and

wastage, where they are not welded ,including overhead charges

& Contractors profit but excluding VAT.

Providing and laying reinforced cement concrete M25 grade

(Design Mix) using 20 & 10mm metal mechanically mixed in

superstructure as per drawing and technical specifications

Clauses 800, 1205.4 and 1205.5 MORD / Sections 1500, 1600 &

1700 MORTH ,including overhead charges & Contractors profit

but excluding VAT upto 5m height.

5



Data Sheet

S.

No.

Ind

ex

Cod

e

Description of item Unit Qty Rate Amount

1

a) Labour

Mazdoor (Skilled) day 2.40 196.00 470.40

Mazdoor (Un-Skilled) day 8.00 196.00 1568.00

b) Machinery

Static Roller 80-100 KN hour 30.00 746.50 22395.00

Water tanker 6kl capacity hour 5.00 345.00 1725.00

Tractor with grader @ 25

cum per hour

hour 12.00 345.00 4140.00

Tractor with rotavator @ 25

cum per hour

hour 12.00 345.00 4140.00

c) Material

Cost of materials

9.5 mm to 4.75 mm @ 66%

(Gravel)

cum 237.60 122.85 29189.37

2.36 mm below @ 34%

(Sand)

cum 122.40 160.35 19626.95

83254.72

a) 277.52

Rate per cum 277.52

277.52

1

Unit = cum

Taking output = 75cum (172.50 t)

(100x3.75 x 0.200)

DATA (ROAD WORK) - SSR 2010-11

Name of Work : Flood Damage to the C.D.Works and C.C.road in B.C.Colony

(Balance Work) at Brahmanakokur of Nandikotkur Mandal.

R B R - C C P V

- 5

Construction of Granular shoulders using Gravel & Sand by providing wellgraded material, spreading in uniform layers with motor grader on prepared

surface, mixing by mix in place method with rotavator at OMC, and compacting

with Static Roller 80-100 kN capacity to achieve the desired density,

complete as per Technical Specification Clause 402 MORD, But excluding VAT

charges.

Basic rate of Granular sub base cum

Taking out put = 300 cum

Cement Concrete Pavement

Rate per cum including conveyance

Construction of un-reinforced, dowel jointed at expansion and construction joint only,

plain cement concrete pavement, thickness as per design, over a prepared sub base,

with 43 grade cement or any other type as per clause 1501.22 M30(Grade), coarse

and fine agregates conforming to IS:383 maximum size of coarse agregate not

exceeding 25mm, mixed in a concrete mixer of not less than 0.2cum capacity and

appropriate weigh batcher using approved mix design, laid in approved fixed side form

work (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel

plates including levelling the form work as per drawing), spreading the concrete with

shovels, rakes, compacted using needle, screed and plate vibrators and finished in

continous operation including provision of contraction and expansion, construction

joints, applying debonding strips, primer, sealant, dowel bars, near approachs to

bridge/culvert and construction joint, admixtures as approved, curing of concrete slabs

for 14 days, curing compound (where specified) and water finishing to lines and grade

Well graded granular sub-base material as per table 400.2

Basic rate of Granular sub base for 300 cum

6



Data Sheet

S.

No.

Ind

ex

Cod

e


a) Labour

Mason (1st class) day 5.00 258.00 1,290.00

Mason (2nd class) day 5.00 237.00 1,185.00

Mazdoor (unskilled) day 150.00 196.00 29,400.00

Mazdoor(skilled) day 6.00 196.00 1,176.00

Surveyor day 2.00 237.00 474.00Mazdoor (semi-skilled) day 6.00 196.00 1,176.00

Black smith for cutting of

dowel bars including

removal of burrs,

fabrications & fixing of dowel

bars

day 1.00 237.00 237.00

34938.00

b) Machinery

Concrete mixer 0.28/0.40

cum capacity ( 6 mixers)

with weight batcher and

suitable capacity calibrated

water tank

Hour 36.00 345.00 12,420.00

Needle vibrator Hour 9.00

Screed vibrator Hour 9.00 40.00 360.00

Plate vibrator Hour 9.00 40.00 360.00

Water tanker 6 Kl. Capacity Hour 5.00 345.00 1,725.00

Air compressor ( 1hour

initial + 1 hour final)

Hour 2.00 370.00 740.00

15,605.00

c) Material

(I)

20mm Cum 44.55 1527.63 68,055.99

10mm Cum 22.95 1172.63 26,911.89

(ii) Sand as per IS:383 and

conforming to clause

1500.2.4.2. @ 0.45 cum of

concrete

cum 33.75 612.63 20,676.32

(iii) Cement @ 310 Kg/cum of

concrete

t 23.250 4600.00 106,950.00

(iv) Polythene sheet 125 micron sqm 412.5 15.00 6,187.50

(v)

(4x20x0.500) + 5 per cent

wastage = 42m @ 2.80 Kg

per m = 117.6 kg.

Kg 117.6 36000.00 4233.6

Bitumen primer @ 200ml.

Per joint for 23 joints

t 0.005 33478.13 167.39

Bitumenous sealant 800 ml.

Per joint for 23 joints

Litre 19.00 58.00 1102.00

Crushed stone coarse aggregates, grading will be as per clause 1501.2.4.1

(Table 1500.1) of specifications @ 0.90 Cum/cum of concrete

Mild steel dowel bar 25mm dia of grade S 240.500 mm long 20 Nos. at

culvert/bridge slab and at construction joiont including 5 percent wastage

7



Data Sheet

S.

No.

Ind

ex

Cod

e


Jute rope 12mm dia

including 5 per cent wastage

m 90.00 5.00 450.00

Debonding strips 3.75m.

(length) x 10mm (width) x 5

mm (thick) cut-out of rubberfiller board or similar

material including 5 per cent

wastage

m 90.00 9.00 810.00

Polythene sheathing,

covering 2/3rd dowel bars

(20x23) and tight fit

including 5 per cent wastage

No 483.00 0.50 241.50

Plasticizer 0.5 per cent by

weight of cement

Litre 122.00 57.00 6954.00

Curing compound (if used)

@ 0.33 litre per sqm

Litre 131.25 57.00 7481.25

Joint filler board 20mm thick

as per IS:1838

sqm 3.00 732.00 2196.00

(4x3.75x0.200 = 3 sqm) 252417.44

302960.44

(d) Form work @ 3% on (a+b+c) 9088.81

Cost for 75 cum = a+b+c+d 312049.25

Rate per Cum = (a+b+c+d+e)/75 4160.66

Rate per cum 4160.66

Assistant Engineer

M.P. Nandikotkur

8



RATE ANALYSIS FOR CD WORKS

Excavation of structures:

1

R B R -

F N D N - 1

Excavation for Structures

Unit Qty Rate Amount

Earthwork in excavation for structures as per drawing and

technical specifications Clause 305.1 including setting out,

construction of shoring and bracing, removal of stumps

and other deleterious material and disposal upto a lead of50 m, dressing of sides and bottom and backfilling in

trenches with excavated suitable material as per Technical

Specification 305 MORD / 304 MORTH , but excluding

VAT.

Note : Classifications of Earth Work Specification

are as per 302.2.1(a) of MORD and 301.2.1 of

MORT&H

Ordinary soil

Manual Means

i Upto 3 m depth

Unit = cum

Taking output = 10 cum

a)Labour

Mate day -

Mazdoor (Unskilled) day 3.64 196.00 713.44

sub Total 713.44

Cost for 10 cum = a+b+c+d 713.44

sub Total 713.44

Rate per cum = /10 71.34

Note : 1. Cost of dewatering upto 5% of a+b may be

added, where required, up to 10 per cent of labourcost. Assessment for dewatering shall be made as

per site conditions.

3

R B R - F N D N - 4

Providing concrete for plain concrete M 7.5 grade in open

foundations using 40 mm nominal size Graded hard stone

aggregate, mechanically mixed, placed in foundation and

compacted by vibration including curing for 14 days

complete as per drawings and technical specifications

Clause 802, 803, 1202 & 1203 MORD and 1500, 1700 &

2100 MORTH , but excluding VAT.

P.C.C grade M 7.5

Nominal mix 1:4:8

Unit = cum

(a) Material

Cement t 0.175 4600.00 805.00

Coarse sand cum 0.45 612.63 275.68

40 mm aggregate cum 0.9 787.81 709.03

Water kl 1.2 70 84.00

(b) Labour

Mate day -Mason (1st Class) day 0.10 258.00 25.80


(c) Machinery

Mechanical concrete mixer 0.4/0.28 cum capacity fitted with water

measuring device and preferably also with load cell.

hour 0.40 345.00 138.00




Water tanker 6 kl capacity hour 0.13 345.00 44.85

2354.80

(d) Formwork @ 4% on cost of material, labour and

machinery (a+b+c)4.00% 0.00

2354.80

Rate per cum = a+b+c+d+e+f 2354.80

4 RBR-

FNDN-4

I(iii)

Providing concrete for plain concrete M 10 grade for

using 40 mm Graded hard stone aggregate,

mechanically mixed, placed in foundation andcompacted by vibration including curing for 14 days

complete as per drawings and technical specifications

Clause 802, 803, 1202 & 1203 MORD and 1500,

1700 & 2100 MORTH but excluding VAT.

P.C.C grade M 10

Nominal mix 1:3:6

Unit = cum

(a) Material

Cement t 0.22 4600.00 1012.00

Coarse sand cum 0.480 612.63 294.06

40 mm aggregate cum 0.480 787.81 378.15

20 mm aggregate cum 0.240 1527.63 366.63

10 mm aggregate cum 0.080 1172.63 93.81

(b) Labour

Mate day -

Mason (1st Class) day 0.10 258.00 25.80


(c) Machinery

Mechanical concrete mixer 0.4/0.28 cum capacity

fitted with water measuring device and preferably also

with load cell.

hour 0.40 345.00 138.00

2580.89(d) Formwork @ 4% on cost of material, labour

and machinery (a+b+c)

4.00% 103.24

2684.13


6

R B R - S P S T - 2

Supplying, fitting, and placing HYSD bar reinforcement in

superstructure complete as per drawing and technical

specifications Clauses 1002, 1010 and 1202 MORD / 1600

MORTH, for Bars below 36 mm dia including over laps and

wastage, where they are not welded ,but excluding VAT.

Unit = t(a) Material

HYSD bars including 5 per cent for laps and wastage t 1.05 36000.00 37800.00

Binding wire kg 8.00 52.00 416.00

(b) Labour for cutting, bending, tying and placing in position

Mate day -

Blacksmith/ Rod Binder day 3.00237.00

711.00


40581.24

Overheads & Contractors Profit @14% 5681.37




Rate per t = a+b+c+d 46262.61

7

R B

R - S P S T - 1

Providing and laying reinforced cement concrete M25

grade (Design Mix) using 20 & 10mm metal mechanically

mixed in superstructure as per drawing and technical

specifications Clauses 800, 1205.4 and 1205.5 MORD /

Sections 1500, 1600 & 1700 MORTH , but excluding VAT

upto 5m height.

R.C.C M 25 Grade (Design Mix)

Unit =cum

(i) Height upto 5m

Case I : Using Concrete Mixer.

(a) Material

Cement t 0.40 4600.00 1840.00

Coarse sand cum 0.45 612.63 275.68

20 mm aggregate cum 0.54 1527.63 824.92

10 mm aggregate cum 0.36 1172.63 422.15

(b) Labour

Mate day -

Mason (1st Class) day 0.10 258.00 25.80

Mazdoor (Unskilled) day 1.39 196.00 272.44c) Machinery

Concrete mixer 0.4/0.28 cum capacity hour/cu 0.40 345.00 138.00

Generator 33 KVA hour 0.40 620.00 248.00

4046.99

d) For formwork and staging refer to sub-item I (B) case I above

d) Formwork and staging of (a+b+c) 20.00% 809.40

4856.39


Assistant EngineerM.P. Nandikotkur



Sl

No.Description in Material

Name of the

Quarry

Lead in

KmInitial

Conveya

nce

charges

Conveyance

charges

excluding over

head and

Contractors

Profit(6)/1.14

Blasting

Charges

Machine

Crushing

Charges

Seinera

ge

Charges

1 2 3 4 5 6 7 8 9

1 Gravel Local 4.50 50.50 57.40 50.35 0.00 0.00 22.00

2 Sand for Filling Local 4.50 70.00 57.40 50.35 0.00 0.00 40.00

3 Sand for Mortor Sunkesula 48.00 220.00 402.00 352.63 0.00 0.00 40.00

4 40 mm HBT Metal-SS5 Local 3.50 500.00 48.80 42.81 70.00 125.00 50.00

5 20 mm HBG Chips-SS5 Ulindakonda 48.00 844.00 402.00 352.63 70.00 211.00 50.00

6 12 mm HBG Chips-SS5 Ulindakonda 48.00 688.00 402.00 352.63 70.00 172.00 50.00

7 10 mm HBG Metal-SS5 Ulindakonda 48.00 560.00 402.00 352.63 70.00 140.00 50.00

8 Cement (As on Jan.'2011) 4600.00

9 Steel (Fe 415 as on Jan.'2011) 36000.00

LEAD STATEMENT (CSSR2010-11)

Name of Work : Flood Damage to the C.D.Works and C.C.road in B.C.Colony (Balance Work) at Brahmanakokur

Mandal.

Certified that the adopted are correct to the best of my knowledge and belief.

Ass

M



Earth, Sand,

Gravel

Metal,

Stone

kadapa

SlabsBricks

lead lead Rate lead Rate

0.25 128.70 0.25 106.60

0.5 128.70 0.5 106.60

1 21.50 19.10 28.00 11.90 1 128.70 1 106.60

2 30.20 26.70 39.20 16.70 2 128.70 2 106.603 40.20 40.20 59.10 22.20 3 128.70 3 106.60

4 48.80 48.80 71.80 27.00 4 128.70 4 106.60

5 57.40 57.40 84.50 31.80 5 128.70 5 106.60

6 66.00 66.00 97.20 36.60 6 134.90 6 112.80

7 74.60 74.60 109.90 41.40 7 141.10 7 119.00

8 83.20 83.20 122.60 46.20 8 147.30 8 125.20

9 91.80 91.80 135.30 51.00 9 153.50 9 131.40

10 100.40 100.40 148.00 55.80 10 159.70 10 137.60

11 109.00 109.00 160.70 60.60 11 165.90 11 143.80

12 117.60 117.60 173.40 65.40 12 172.10 12 150.00

13 126.20 126.20 186.10 70.20 13 178.30 13 156.20

14 134.80 134.80 198.80 75.00 14 184.50 14 162.4015 143.40 143.40 211.50 79.80 15 190.70 15 168.60

16 152.00 152.00 224.20 84.60 16 196.90 16 174.80

17 160.60 160.60 236.90 89.40 17 203.10 17 181.00

18 169.20 169.20 249.60 94.20 18 209.30 18 187.20

19 177.80 177.80 262.30 99.00 19 215.50 19 193.40

20 186.40 186.40 275.00 103.80 20 221.70 20 199.60

21 195.00 195.00 287.70 108.60 21 227.90 21 205.80

22 203.60 203.60 300.40 113.40 22 234.10 22 212.00

23 212.20 212.20 313.10 118.20 23 240.30 23 218.20

24 220.80 220.80 325.80 123.00 24 246.50 24 224.40

25 229.40 229.40 338.50 127.80 25 252.70 25 230.60

26 238.00 238.00 351.20 132.60 26 258.90 26 236.8027 246.60 246.60 363.90 137.40 27 265.10 27 243.00

28 255.20 255.20 376.60 142.20 28 271.30 28 249.20

29 263.80 263.80 389.30 147.00 29 277.50 29 255.40

30 272.40 272.40 402.00 151.80 30 283.70 30 261.60

31 279.60 279.60 412.60 155.80 31 289.90 31 267.80

32 286.80 286.80 423.20 159.80 32 296.10 32 274.00

33 294.00 294.00 433.80 163.80 33 302.30 33 280.20

34 301.20 301.20 444.40 167.80 34 308.50 34 286.40

35 308.40 308.40 455.00 171.80 35 314.70 35 292.60

36 315.60 315.60 465.60 175.80 36 320.90 36 298.80

37 322.80 322.80 476.20 179.80 37 327.10 37 305.00

38 330.00 330.00 486.80 183.80 38 333.30 38 311.2039 337.20 337.20 497.40 187.80 39 339.50 39 317.40

40 344.40 344.40 508.00 191.80 40 345.70 40 323.60

41 351.60 351.60 518.60 195.80 41 351.90 41 329.80

42 358.80 358.80 529.20 199.80 42 358.10 42 336.00

43 366.00 366.00 539.80 203.80 43 364.30 43 342.20

44 373.20 373.20 550.40 207.80 44 370.50 44 348.40

45 380.40 380.40 561.00 211.80 45 376.70 45 354.60

Rate

900 mm RCC pipes1000mm dia



46 387.60 387.60 571.60 215.80 46 382.90 46 360.80

47 394.80 394.80 582.20 219.80 47 389.10 47 367.00

48 402.00 402.00 592.80 223.80 48 395.30 48 373.20

49 409.20 409.20 603.40 227.80 49 401.50 49 379.40

50 416.40 416.40 614.00 231.80 50 407.70 50 385.60

51 423.60 423.60 624.60 235.80 51 413.90 51 391.80

52 430.80 430.80 635.20 239.80 52 420.10 52 398.0053 438.00 438.00 645.80 243.80 53 426.30 53 404.20

54 445.20 445.20 656.40 247.80 54 432.50 54 410.40

55 452.40 452.40 667.00 251.80 55 438.70 55 416.60

56 459.60 459.60 677.60 255.80 56 444.90 56 422.80

57 466.80 466.80 688.20 259.80 57 451.10 57 429.00

58 474.00 474.00 698.80 263.80 58 457.30 58 435.20

59 481.20 481.20 709.40 267.80 59 463.50 59 441.40

60 488.40 488.40 720.00 271.80 60 469.70 60 447.60

61 495.60 495.60 730.60 275.80 61 475.90 61 453.80

62 502.80 502.80 741.20 279.80 62 482.10 62 460.00

63 510.00 510.00 751.80 283.80 63 488.30 63 466.20

64 517.20 517.20 762.40 287.80 64 494.50 64 472.4065 524.40 524.40 773.00 291.80 65 500.70 65 478.60

66 531.60 531.60 783.60 295.80 66 506.90 66 484.80

67 538.80 538.80 794.20 299.80 67 513.10 67 491.00

68 546.00 546.00 804.80 303.80 68 519.30 68 497.20

69 553.20 553.20 815.40 307.80 69 525.50 69 503.40

70 560.40 560.40 826.00 311.80 70 531.70 70 509.60

71 567.60 567.60 836.60 315.80 71 537.90 71 515.80

72 574.80 574.80 847.20 319.80 72 544.10 72 522.00

73 582.00 582.00 857.80 323.80 73 550.30 73 528.20

74 589.20 589.20 868.40 327.80 74 556.50 74 534.40

75 596.40 596.40 879.00 331.80 75 562.70 75 540.60

76 603.60 603.60 889.60 335.80 76 568.90 76 546.8077 610.80 610.80 900.20 339.80 77 575.10 77 553.00

78 618.00 618.00 910.80 343.80 78 581.30 78 559.20

79 625.20 625.20 921.40 347.80 79 587.50 79 565.40

80 632.40 632.40 932.00 351.80 80 593.70 80 571.60

81 639.60 639.60 942.60 355.80 81 599.90 81 577.80

82 646.80 646.80 953.20 359.80 82 606.10 82 584.00

83 654.00 654.00 963.80 363.80 83 612.30 83 590.20

84 661.20 661.20 974.40 367.80 84 618.50 84 596.40

85 668.40 668.40 985.00 371.80 85 624.70 85 602.60

86 675.60 675.60 995.60 375.80 86 630.90 86 608.80

87 682.80 682.80 1006.20 379.80 87 637.10 87 615.00

88 690.00 690.00 1016.80 383.80 88 643.30 88 621.2089 697.20 697.20 1027.40 387.80 89 649.50 89 627.40

90 704.40 704.40 1038.00 391.80 90 655.70 90 633.60

91 711.60 711.60 1048.60 395.80 91 661.90 91 639.80

92 718.80 718.80 1059.20 399.80 92 668.10 92 646.00

93 726.00 726.00 1069.80 403.80 93 674.30 93 652.20

94 733.20 733.20 1080.40 407.80 94 680.50 94 658.40

95 740.40 740.40 1091.00 411.80 95 686.70 95 664.60



96 747.60 747.60 1101.60 415.80 96 692.90 96 670.80

97 754.80 754.80 1112.20 419.80 97 699.10 97 677.00

98 762.00 762.00 1122.80 423.80 98 705.30 98 683.20

99 769.20 769.20 1133.40 427.80 99 711.50 99 689.40

100 776.40 776.40 1144.00 431.80 100 717.70 100 695.60

101 783.60 783.60 1154.60 435.80 101 723.90 101 701.80

102 790.80 790.80 1165.20 439.80 102 730.10 102 708.00103 798.00 798.00 1175.80 443.80 103 736.30 103 714.20

104 805.20 805.20 1186.40 447.80 104 742.50 104 720.40

105 812.40 812.40 1197.00 451.80 105 748.70 105 726.60

106 819.60 819.60 1207.60 455.80 106 754.90 106 732.80

107 826.80 826.80 1218.20 459.80 107 761.10 107 739.00

108 834.00 834.00 1228.80 463.80 108 767.30 108 745.20

109 841.20 841.20 1239.40 467.80 109 773.50 109 751.40

110 848.40 848.40 1250.00 471.80 110 779.70 110 757.60

111 855.60 855.60 1260.60 475.80 111 785.90 111 763.80

112 862.80 862.80 1271.20 479.80 112 792.10 112 770.00

113 870.00 870.00 1281.80 483.80 113 798.30 113 776.20

114 877.20 877.20 1292.40 487.80 114 804.50 114 782.40115 884.40 884.40 1303.00 491.80 115 810.70 115 788.60

116 891.60 891.60 1313.60 495.80 116 816.90 116 794.80

117 898.80 898.80 1324.20 499.80 117 823.10 117 801.00

118 906.00 906.00 1334.80 503.80 118 829.30 118 807.20

119 913.20 913.20 1345.40 507.80 119 835.50 119 813.40

120 920.40 920.40 1356.00 511.80 120 841.70 120 819.60

121 927.60 927.60 1366.60 515.80 121 847.90 121 825.80

122 934.80 934.80 1377.20 519.80 122 854.10 122 832.00

123 942.00 942.00 1387.80 523.80 123 860.30 123 838.20

124 949.20 949.20 1398.40 527.80 124 866.50 124 844.40

125 956.40 956.40 1409.00 531.80 125 872.70 125 850.60

126 963.60 963.60 1419.60 535.80 126 878.90 126 856.80127 970.80 970.80 1430.20 539.80 127 885.10 127 863.00

128 978.00 978.00 1440.80 543.80 128 891.30 128 869.20

129 985.20 985.20 1451.40 547.80 129 897.50 129 875.40

130 992.40 992.40 1462.00 551.80 130 903.70 130 881.60

131 999.60 999.60 1472.60 555.80 131 909.90 131 887.80

132 1006.80 1006.80 1483.20 559.80 132 916.10 132 894.00

133 1014.00 1014.00 1493.80 563.80 133 922.30 133 900.20

134 1021.20 1021.20 1504.40 567.80 134 928.50 134 906.40

135 1028.40 1028.40 1515.00 571.80 135 934.70 135 912.60

136 1035.60 1035.60 1525.60 575.80 136 940.90 136 918.80

137 1042.80 1042.80 1536.20 579.80 137 947.10 137 925.00

138 1050.00 1050.00 1546.80 583.80 138 953.30 138 931.20139 1057.20 1057.20 1557.40 587.80 139 959.50 139 937.40

140 1064.40 1064.40 1568.00 591.80 140 965.70 140 943.60

141 1071.60 1071.60 1578.60 595.80 141 971.90 141 949.80

142 1078.80 1078.80 1589.20 599.80 142 978.10 142 956.00

143 1086.00 1086.00 1599.80 603.80 143 984.30 143 962.20

144 1093.20 1093.20 1610.40 607.80 144 990.50 144 968.40

145 1100.40 1100.40 1621.00 611.80 145 996.70 145 974.60



146 1107.60 1107.60 1631.60 615.80 146 1002.90 146 980.80

147 1114.80 1114.80 1642.20 619.80 147 1009.10 147 987.00

148 1122.00 1122.00 1652.80 623.80 148 1015.30 148 993.20

149 1129.20 1129.20 1663.40 627.80 149 1021.50 149 999.40

150 1136.40 1136.40 1674.00 631.80 150 1027.70 150 1005.60

Loading 34.30 12.80

Unloading 10.90 8.70



lead Rate lead Rate

0.25 67.70 0.25 60.90

0.5 67.70 0.5 60.90

1 67.70 1 60.90

2 67.70 2 60.90

3 67.70 3 60.90

4 67.70 4 60.90

5 67.70 5 60.90

6 71.00 6 63.70

7 74.30 7 66.50

8 77.60 8 69.30

9 80.90 9 72.10

10 84.20 10 74.90

11 87.50 11 77.70

12 90.80 12 80.50

13 94.10 13 83.30

14 97.40 14 86.10

15 100.70 15 88.90

16 104.00 16 91.70

17 107.30 17 94.50

18 110.60 18 97.30

19 113.90 19 100.10

20 117.20 20 102.90

21 120.50 21 105.70

22 123.80 22 108.50

23 127.10 23 111.30

24 130.40 24 114.10

25 133.70 25 116.90

26 137.00 26 119.70

27 140.30 27 122.50

28 143.60 28 125.30

29 146.90 29 128.10

30 150.20 30 130.90

31 153.50 31 133.70

32 156.80 32 136.50

33 160.10 33 139.30

34 163.40 34 142.10

35 166.70 35 144.90

36 170.00 36 147.70

37 173.30 37 150.50

38 176.60 38 153.30

39 179.90 39 156.10

40 183.20 40 158.90

41 186.50 41 161.70

42 189.80 42 164.50

43 193.10 43 167.30

44 196.40 44 170.10

45 199.70 45 172.90

600mm dia700mm dia



46 203.00 46 175.70

47 206.30 47 178.50

48 209.60 48 181.30

49 212.90 49 184.10

50 216.20 50 186.90

51 219.50 51 189.70

52 222.80 52 192.50

53 226.10 53 195.30

54 229.40 54 198.10

55 232.70 55 200.90

56 236.00 56 203.70

57 239.30 57 206.50

58 242.60 58 209.30

59 245.90 59 212.10

60 249.20 60 214.90

61 252.50 61 217.70

62 255.80 62 220.50

63 259.10 63 223.30

64 262.40 64 226.10

65 265.70 65 228.90

66 269.00 66 231.70

67 272.30 67 234.50

68 275.60 68 237.30

69 278.90 69 240.10

70 282.20 70 242.90

71 285.50 71 245.70

72 288.80 72 248.50

73 292.10 73 251.30

74 295.40 74 254.10

75 298.70 75 256.90

76 302.00 76 259.70

77 305.30 77 262.50

78 308.60 78 265.30

79 311.90 79 268.10

80 315.20 80 270.90

81 318.50 81 273.70

82 321.80 82 276.50

83 325.10 83 279.30

84 328.40 84 282.10

85 331.70 85 284.90

86 335.00 86 287.70

87 338.30 87 290.50

88 341.60 88 293.30

89 344.90 89 296.10

90 348.20 90 298.90

91 351.50 91 301.70

92 354.80 92 304.50

93 358.10 93 307.30

94 361.40 94 310.10

95 364.70 95 312.90



96 368.00 96 315.70

97 371.30 97 318.50

98 374.60 98 321.30

99 377.90 99 324.10

100 381.20 100 326.90

101 384.50 101 329.70

102 387.80 102 332.50

103 391.10 103 335.30

104 394.40 104 338.10

105 397.70 105 340.90

106 401.00 106 343.70

107 404.30 107 346.50

108 407.60 108 349.30

109 410.90 109 352.10

110 414.20 110 354.90

111 417.50 111 357.70

112 420.80 112 360.50

113 424.10 113 363.30

114 427.40 114 366.10

115 430.70 115 368.90

116 434.00 116 371.70

117 437.30 117 374.50

118 440.60 118 377.30

119 443.90 119 380.10

120 447.20 120 382.90

121 450.50 121 385.70

122 453.80 122 388.50

123 457.10 123 391.30

124 460.40 124 394.10

125 463.70 125 396.90

126 467.00 126 399.70

127 470.30 127 402.50

128 473.60 128 405.30

129 476.90 129 408.10

130 480.20 130 410.90

131 483.50 131 413.70

132 486.80 132 416.50

133 490.10 133 419.30

134 493.40 134 422.10

135 496.70 135 424.90

136 500.00 136 427.70

137 503.30 137 430.50

138 506.60 138 433.30

139 509.90 139 436.10

140 513.20 140 438.90

141 516.50 141 441.70

142 519.80 142 444.50

143 523.10 143 447.30

144 526.40 144 450.10

145 529.70 145 452.90



146 533.00 146 455.70

147 536.30 147 458.50

148 539.60 148 461.30

149 542.90 149 464.10

150 546.20 150 466.90



Estimate Cost Rs:1,00,000

Flood Damage to the C.D.Works and C.C.road in

B.C.Colony (Balance Work) at Brahmanakokur of

Nandikotkur Mandal.

Estimate

Name of the work

Panchayat Raj Engineering



Lakhs

1

2

3

Construction of Granular shoulders using Gravel & Sand by providing well

graded material, spreading in uniform layers with motor grader on prepared

surface, mixing by mix in place method with rotavator at OMC, and

compacting with Static Roller 80-100 kN capacity to achieve the desired

density, complete as per Technical Specification Clause 402 MORD, Butexcluding VAT charges.

Construction of Unreinforced CC pavement with M30 design mix etc complete

Thus providing above items including 0.50% Q C charges, 4.00 % Vat and L.S. for

other unforseen items This estimate is prepared for Rs.1,00,000.The Estimate is prepared

Current S S R (2010-11) and the work will be carried out as per APDSS, .

ASSISTANT ENGINEER

MP, NANDIKOTKUR

Construction of 0.60m Vent RCC deck Slab Culverts 3 Nos.

Specification Report to accompany the work "Flood Damage Repairs

to the C.D.Works and CC road in B.C.Colony (Balance Work) at Brahmanakotkur

of Nandikotkur Mandal

Estimate Rs:1.00

The above work is Proposed under F.D.R. Grant and the same was administratively

sanctioned vide proceedings Rc. No. AEE1/FDR/2009 dated 29.12.2010 of the District Collector

Kurnool.for Rs.1.00 lakhs.

Hence necessary Estimate is prepared with the following provisions

SPECIFICATION REPORT

Final_Detailed Estiamte ForB.kotkur FDR

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