LEAD CHART NAME OF THE WORK: - CONSTRUCTION OF KGBV SCHOOL
BUILDING AT MAHABUBNAGAR (V &M) IN MAHABUBNAGAR DIST. RATES AS
PER COMMON SSR OF 2008-2009 (CEMENT AND STEEL RATES AS PER NOV '08)
Lead in KM Sl. No. Description SSR Sl.No. Source of Material MR (4)
Rajapur Rajapur local alipoor alipoor alipoor Jedcherla Jedcherla
Jedcherla Jedcherla Chinnadarpally (5) 26.00 26.00 2.00 8.50 8.50
8.50 20.00 20.00 20.00 20.00 5.00 CT (6) Total (7) 26.00 26.00 2.00
9.00 9.00 9.00 9.00 20.00 20.00 20.00 5.00 Convence Initial Cost
M/C Charges Seignio1% Deduct including Blasting including rage
towards Stacking Stacking Charges charges Stacking Charges storage
Charges Charges @ 25% Charges (8) 244.00 244.00 106.00 168.00
168.00 168.00 234.00 234.00 234.00 234.00 262.00 (9) 175.00 60.00
56.00 155.00 218.00 500.00 845.00 690.00 560.00 430.00 3100.00 (10)
36.00 36.00 20.00 45.00 45.00 45.00 45.00 45.00 45.00 45.00 35.00
(11) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 (12)
0.00 0.00 0.00 67.00 69.00 70.00 70.00 70.00 70.00 70.00 0.00 (13)
0.00 0.00 0.00 0.00 0.00 0.00 209.08 170.33 137.83 105.33 0.00 (16)
-11.00 -11.00 -11.00 -17.40 -17.40 -17.40 -17.40 -17.40 -17.40
-17.40 -10.00
Total
Unit per
(1) (2) (3) 1 Sand for Mortar 179 2 Sand for filling&
blindage 180 3 Gravel 177 R.R. Stone(Granite, 4 100 Dolamite
&Trap variety) C.R. Stone(Granite, 5 102 Dolamite &Trap
variety) 40mm HB trap Metal 6 118 (IS383-1970) 20mm M/c chips trap
7 116 (IS383-1970) 12mm M/c chips trap 8 115 (IS383-1970) 10mm M/c
chipstrap 9 114 (IS383-1970) 6mm M/c chips trap 10 113 (IS383-1970)
2nd Class Bricks of size BLD 11 23x11x7cm No 1 Fly Ash Bricks of
size 290x225x140mm with 12 compressive of 50 Kgs / Sqcm Fly Ash
Bricks of size 290 x 140 x 100mm Polished Shahabad/ BLD Tandur
stone slabs of 15 No 33 13 to 18 mm thick (0.457x0.304) or any
other size as specified 12 Polished black Kadapa 14 slabs minimum
of 15 mm thick (0.457x0.457M) BLD No 34
(17) 444.00 329.00 171.00 417.60 482.60 765.60 1385.68 1191.93
1029.43 866.93
(18) Cum. Cum. Cum. Cum. Cum. Cum. Cum. Cum. Cum. Cum.
3387.00 1000 Nos
Local
0.00
0.00
0.00
13000.00
0.00
0.00
0.00
0.00
-40.00
12960.00 1000 Nos
Local
0.00
0.00
0.00
6000.00
0.00
0.00
0.00
0.00
-20.00
5980.00 1000 Nos
Tandur
86.00
86.00
101.27
1291.00
60.00
0.00
0.00
0.00
-1.44
1450.83
10Sqm.
kadapa
0.00
0.00
0.00
0.00
1076.00
30.00
0.00
0.00
0.00
-1.31
10Sqm.
Shahabad / Tandur Rough BLD 15 Stone slabs of minimum 40 No 32
mm thick Kadapa slab 40 mm thick 16 and size not less than 0.457 M
x 0.457 M 17 Cement Mild Steel Bars (Fe 250) 18 for 6mm High Yield
Strength 19 Deformed Bars (Fe 415) for 8mm to 40mm dia BLD No
29
Tandur
86.00
86.00
232.00
968.00
60.00
0.00
0.00
0.00
-3.48
1256.52
10Sqm.
kadapa At Site At Site At Site
525.00 0.00 0.00 0.00
525.00 0.00 0.00 0.00
1023.60 0.00 0.00 0.00
750.00 4000.00 33000.00 36000.00
30.00 0.00 0.00 0.00
0.00 40.00 0.00 0.00
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00
-3.48 4040.00 33000.00 36000.00
10Sqm. M.T M.T M.T
Mild Steel, Structural steel, 20 I,e, Angles, Channels & IAt
Site 0.00 0.00 0.00 0.00 0.00 Sections 21 M.S. Plates At Site 0.00
0.00 0.00 0.00 0.00 CERTIFICATES:1 Certified that the above leads
are true and correct to the best of my knowledge 2 Certified that
the quarry requries blasting for RR, CRS, 6mm, 10mm, 12mm, 20mm
& 40mm Metal 3 Certified that the 20mm, 12mm, 10mm, 6mm Metal
requires Machine Crushing 4 Certified that the work site falls
within 12 km belt of municipal limits . Hence 20% extra on labour
charges may be allowed.
0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00
M.T M.T
DATA COMMON STANDARD SCHEDULE OF RATES FOR THE YEAR 2008-2009
20% LABOUR CHARGES Sl.No Description 1 2 3 4 5 6 7 8 9 SSR Sl.No.
1st class mason (L.A and L.I 13%) 1 2nd class mason 43 1st class
Brick Layer 2 2nd class Brick layer 44 1st class Painter 4 2nd
class Painter 46 Man mazdoor 73 Woman mazdoor 76 Labour for
fabrication of reinforcement 147 including bending and placing at
site in position including cost of binding wire Labour charges for
making 50 to 75 mm 1017 thick RCM Paradah walls (RCM Drop walls)
including tying Rabbit (chicken) wire mesh to the existing mild
steel/ HYSD Steel reinforcement applying mortar lumps, finishing,
plastering both faces, sponge finishing etc complete Labour charges
only excluding cost of materials & steel reinforcement Labour
for mixing cement mortar 184 Mixing of Cement mortar by machine.
185 Vibrating charges of concrete 291 Machine mixing charges of
concrete 292 Labour Charges for fixing AC Sheets 1018 including
cost of J bolts bitumen washers etc with or without ridges Labour
Charges for Dadooing with Glazed Tiles 675 Initial Final Rate Rate
247.20 206.00 225.60 188.00 247.20 206.00 225.60 188.00 247.20
206.00 225.60 188.00 175.20 146.00 175.20 146.00 10.62 9.00 Unit
per day per day per day per day per day per day per day per day per
Kg
AGENCY / MUNICIPAL / LALI ALLOWANCE
10
180.00
216.00
per Sqmt.
11 12 13 14 15
28.00
472
33.60 45.00 43.00 45.00 566.40
per Cum per Cum per Cum per Cum per 10 Sqmt.
16
80
96.00
Per 1 Sqmt
SCAFFOLDING CHARGES rate per (0.23M sqm THICK) a) For
Superstructure in FF over the rate of 982 40.00 173.91 foundation
and basement b) For Superstructure in SF over the rate of FF 983
48.00 208.70 superstructure c) For Superstructure in 3rd floor over
the 984 65.00 282.61 rate 2nd floor superstructre d) Add for every
additional floor over 2nd floor 985 29.00 126.09 BRICK MASONRY
1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m.
0.115 thick 347.83 417.39 565.22 252.17
Scaffolding for Plastering of walls,ceiling or painting of roof
timber,or walls where height is more than 3Mt. 1st and 2nd 2nd and
3rd 3rd and 4th Add for every additional floor over 4th floor 986
987 988 989 44.00 88.00 132.00 32.00 10 Sqmt. 10 Sqmt. 10 Sqmt. 10
Sqmt.
CENTERING CHARGES (Providing Centring, shuttering and
scaffolding with props and steel plate as per the approved
shuttering plan and other accessories as per the norms and
stability calculations including cost and conveyance of all
accessories Using Cashewrina Ballies and Wooden runners &
staging including all bracings, cross members etc complete for
finished item of work) Page 3
a) For Footings, Templates, Bed blocks b) For Pedestals. c) For
Columns upto 3.66Mt. Of floor height d) BEAMS (Rectangular, L &
T beams) upto 3.66Mt. Of floor height e) PLINTH BEAMS, LINTELS of
any span f) All RCC slabs upto 150mm depth & upto 3.66Mt. Of
floor height h) All RCC slabs above 150mm upto 300mm depth &
upto 3.66Mt of floor height
991 992 996 997 993 998 999
715.00 963.00 1587.00 1509.00 1071.00 1690.00 2090.00
1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m. 10 Sqmt. 10 Sqmt.
i) All RCC slabs above 300mm upto 3.66Mt 1000 of floor height j)
For Sunshades of any thick 995 k) For RCM facia/railing 50 to 75 mm
990 thickness LIFT CHARGES a) For RCC Items. Between 1st - 2nd
Between 2nd - 3rd Between 3rd -4th Between 4th -5th Between 5th
-6th Between 6th -7th Between 7th -8th Between 8th -9th Between 9th
-10th b) For Brick Masonry or Stone Masonry Between 1st - 2nd
Between 2nd - 3rd Between 3rd - 4th Add for every additional floor
above 4th floor c) For Plastering Between 1st - 2nd Between 2nd -
3rd Between 3rd -4th Add for every additional floor above 4th floor
d) For Impervious coat up to 26mm thick plastering with impermo
compund or Shahabad stone Flooring 1024 1025 1026 1027 1028 1029
1030 1031 1032 1033 1034 1035 1036 55.00 137.00 254.00 400.00
436.00 545.00 635.00 708.00 817.00 46.00 65.00 83.00 26.00
5430.00 138.00 102.00
10 Sqmt. 1 Sqmt. 1 Sqmt.
66.00 164.40 304.80 480.00 523.20 654.00 762.00 849.60 980.40
0.00 55.20 78.00 99.60 31.20 0.00 13.20 22.80 34.80 15.60 0.00
1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m.
1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m. 1 cu.m.
1041 1042 1043 1044
11.00 19.00 29.00 13.00
10 Sqmt. 10 Sqmt. 10 Sqmt. 10 Sqmt.
Sl. No 1 1 2 3 4 5 6 7 8 9 10
27.60 Between 1st - 2nd 1037 23.00 49.20 Between 2nd - 3rd 1038
41.00 72.00 Between 3rd -4th 1039 60.00 24.00 Add for every
additional floor above 4th 1040 20.00 floor MATERIAL RATES OF
MISCELLANEOUS BUILDING ITEMS Description of Item SSR Unit Rate Sl.
No 2 White Cement Surya Cem or Equivalent Quality Water proof
Cement paint of Superior Quality Snowcem or Equv. Quality Oil Bound
Distemper Primer Oil Bound Washable Distemper Acrylic based Wood
Primer Red Oxide Primer Paint Grade - I Cement Primer Grade - I
Synthetic enamel paint 1st quality (All Shades) 3 188 406 393 405
401 379 400 388 396 390 Page 4 4 Kg Kg Kg Kg Ltr Kg Ltr Ltr Kg Ltr
5 25.00 7.12 35.00 38.00 69.00 77.00 121.00 88.00 84.00 175.00
10 Sqmt. 10 Sqmt. 10 Sqmt. 10 Sqmt.
11 12 13 14 15 16 17 18 19 20 21 22 23 24
Impervious Water proofing compound Rabbit wire mesh (Chicken
Mesh) Cement Jally 50mm thick White Glazed Tiles of any Size 1st.
Quality Glazed Colour Tiles of any size 1st quality Ceramic tiles
7.3mm thick Fantasy Glazed Tiles of size 200mm x 152mm S&F
Vinyl Flooring with Tiles 1.5mm thick in rolls Decorated white
background glazed tiles 200mm x 152mm Decorated colour background
glazed tiles 200mm x 300mm AC Sheet Corrugated 6mm thick Mastic Pad
0.60 x 1.20 Mts, 25.4mm thick Mastic Pad 0.60 x 1.20 Mts, 12.7mm
thick Supplying & fixing collapsible steel shutters with
vertical, double channel of 20 x10x2 mm of 100 mm centre ,Bracers
with flat iron 40x40x6 mm with 38 mm dia steel pulleys, the top,
bottom and side vertical frames of the collapsible gate with
65x65mmx8mm MS Angle and middle guide rail at site height with
65mmx8mm MS flat for the pulleys to guide and fixed with necessary
hold fasts, bolts, nuts, rivets, locking arrangements, stoppers,
handles, all accessories all fixtures and painted with one coat of
approved steel primer etc., complete for finished item of work as
per special spn 1105
398 249 375 60 61 50 59
Kg Sqmt. Sqmt. Sqmt. Sqmt. Sqmt. Sqmt.
24.00 12.00 335.00 280.00 332.00 374.00 485.00
57 58 884 228 229 152
Sqmt. Sqmt. Sqmt. Sqmt. Sqmt. Sqmt.
459.00 512.00 188.00 805.00 461.00 1750.00
25
Supply & fixing of Rolling shutter made of 80 x 1.25 mm
machine rolled CRCA laths, interlocked together through their
entire length and jointed together at the ends by end-locks,
mounted on specially designed pipe shaft of 50mm dia nominal bore
MS B class pipe with brackets, plates, guide channels, stoppers,
bottom locking plates and arrangements for inside & outside
locking with push-pull operations including cost of hood cover and
springs complete, painted with one coat of approved steel primer,
locks, ball bearings, all accessories etc complete for finished
item of work as per special spn: 1108
151
Sqmt.
2000.00
DATA NAME OF THE WORK: - CONSTRUCTION OF KGBV SCHOOL BUILDING AT
MAHABUBNAGAR (V &M) IN MAHABUBNAGAR DIST. Qty CEMENT MORTAR
(1:2) Cost of Sand Cost of Cement Hand Mixing Charges Rate per
cu.m. CEMENT MORTAR (1:3) Cost of Sand Cost of Cement 1 Cum 720 Kgs
1 Cum Rate 444.00 4040.00 33.60 Per 1 Cum 1000 Kgs 1 Cum Amount
444.00 2908.80 33.60 3386.40
1 Cum 480 Kgs Page 5
444.00 4040.00
1 Cum 1000 Kgs
444.00 1939.20
Hand Mixing Charges Rate per cu.m. CEMENT MORTAR (1:4) Cost of
Sand Cost of Cement Hand Mixing Charges Rate per cu.m. CEMENT
MORTAR (1:5) Cost of Sand Cost of Cement Hand Mixing Charges Rate
per cu.m. CEMENT MORTAR (1:6) Cost of Sand Cost of Cement Hand
Mixing Charges Rate per cu.m. CEMENT MORTAR (1:8) Cost of Sand Cost
of Cement Hand Mixing Charges Rate per cu.m. Cost andConvenyance of
20mm to 6mm HBG Graded Metal / (Trap Metal) 20mm 12mm Rate per 1
cu.m. Sl. No. 1 Description Earth work excavation and depositing on
bank with initial lead of 10m and initial lift of 2m in Loamy &
Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils
( SS 20-B) including shoring, strutting, sheeting, planking and
dewatering including cost of hire charges of T & P, labour
charges etc., complete for finished item of work for Foundation of
Building. (APSS No. 308)
1 Cum
33.60
1 Cum
33.60 2416.80
1 Cum 360 Kgs 1 Cum
444.00 4040.00 33.60
1 Cum 1000 Kgs 1 Cum
444.00 1454.40 33.60 1932.00
1 Cum 288 Kgs 1 Cum
444.00 4040.00 33.60
1 Cum 1000 Kgs 1 Cum
444.00 1163.52 33.60 1641.12
1 Cum 240 Kgs 1 Cum
444.00 4040.00 33.60
1 Cum 1000 Kgs 1 Cum
444.00 969.60 33.60 1447.20 444.00 727.20 33.60 1204.80
1 Cum 180 Kgs 1 Cum
444.00 4040.00 33.60
1 Cum 1000 Kgs 1 Cum
0.54 Cum 0.46 Cum Quantity
1385.68 1191.93 Rate (Rs.)
1 Cum 1 Cum Total Per Unit
748.26 551.27 1299.53 Amount (Rs.)
Rate as per SSR Item .No: 9b (SL. No 240) Add 75% for excavation
of foundation of building Add Agency / Municipal Allowance/
LA&LI/ Rate per 10 cu.m. 2 Earth work excavation and depositing
on bank with initial lead of 10m and initial lift of 2m in Loamy
& Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly
Soils ( SS 20-B) including shoring, strutting, sheeting, planking
and dewatering including cost of hire charges of T & P, labour
charges etc., complete for finished item of work for Septic Tank,
Soak Pit & Sump (APSS No. 308)
10 cu.m. 10 cu.m. 5.7 cu.m.
37.50 28.125 131.25
1 cu.m. 1 cu.m. 10 cu.m. Total
375.00 281.25 74.81 731.10
Rate as per SSR Item .No: 9b (SL. No 240)
10 cu.m.
37.50
1 cu.m.
375.00
Page 6
Add Agency / Municipal Allowance/ LA&LI/ Rate per 10
cu.m.
10 cu.m.
75.00
10 cu.m. Total
75.00 450.00
3
Filling with useful available excavated earth (excluding rock)
in trenches, sides of foundations and basement with initial lead in
layers not exceeding 15cm thick, consolidating each deposited layer
by watering and ramming including all operational, incidental,
labour charges, hire charges of T & P etc., complete for
finished item of work. (APSS NO. 309 & 310)
SS item No 26a Sl. No 286 Add Seignorage Charges Add Agency /
Municipal Allowance/ LA&LI/ Rate per 10 cu.m. 4 Filling with
Gravel in trenches, sides of foundations and basement with initial
lead in layers not exceeding 15cm thick, consolidating each
deposited layer by watering and ramming including all operational,
incidental, labour charges, seignorage charges, hire charges of T
& P etc., complete for finished item of work. (APSS NO. 309
& 310) Cost of Gravel Labour charges for filling gravel Rate
per Cu.m. 5 Filling with Sand Cushion under footings with initial
lead in layers not exceeding 15cm thick, consolidating each
deposited layer by watering and ramming including all operational
& incidental charges, labour charges, seignorage charges, hire
charges of T & P etc., complete for finished item of work.
(APSS NO. 309 & 310) Cost of Sand Labour charges for filling
Sand Add Agency / Municipal Allowance/ LA&LI/ Rate per Cu.m. 6
Plain Cement Concrete corresponding to M5 grade as per IS 456
equivalent to (1:5:10) proportion nominal mix (cement: fine
aggregate: Coarse aggregate) using 40mm size Hard Broken Granite
(IS383, 1970) metal from approved quarry including cost and
conveyance of all materials like cement, sand, coarse aggregate,
water etc. to site, including seigniorage charges, sales &
other taxes on all materials, all operational, incidental, and
labour charges such as mixing, laying and ramming concrete in
layers in position not exceeding 15cm, finishing top surface,
curing concrete, etc., complete for finished item of work for
Foundations and Flooring Bed (APSS No. 402)
10 cu.m. 0 cu.m. 10 cu.m.
14.00 20.00 28.00
1 cu.m. 1 cu.m. 10 cu.m. Total
140.00 0.00 28.00 168.00
1 cu.m. 1 cu.m.
171.00 14.00
1 cu.m. 1 cu.m. Total
171.00 14.00 187.80
1 cu.m. 1 cu.m. 1 cu.m.
329.00 14.00 2.80
1 cu.m. 1 cu.m. 1 cu.m. Total
329.00 14.00 2.80 345.80
Page 7
Metal 40mm 0.92 cu.m. Sand 0.46 cu.m. Cement 132.48 Kgs. 1st
class mason 0.06 Nos. 2nd class mason 0.14 Nos. Man Mazdoor 1.8
Nos. Woman Mazdoor 1.4 Nos. Add Machine Mixing charges 0 Cum Rate
per Cu.m. 7 Plain Cement Concrete corresponding to M7.5 grade as
per IS 456 equivalent to (1:4:8) proportion nominal mix (cement:
fine aggregate: Coarse aggregate) using 40mm size Hard Broken
Granite (IS383, 1970) metal from approved quarry including cost and
conveyance of all materials like cement, sand, coarse aggregate,
water etc. to site, including seigniorage charges, sales &
other taxes on all materials, all operational, incidental, and
labour charges such as mixing, laying and ramming concrete in
layers in position not exceeding 15cm, finishing top surface,
curing concrete, etc., complete for finished item of work for
Foundations (APSS No. 402)
765.60 444.00 4040.00 247.20 225.60 175.20 175.20 45.00
1 cu.m. 1 cu.m. 1000 Kgs. 1 Each 1 Each 1 Each 1 Each Cum
Total
704.35 204.24 535.22 14.83 31.58 315.36 245.28 0.00 2050.90
Metal 40mm Sand Cement 1st class mason 2nd class mason Man
Mazdoor Woman Mazdoor Add Machine Mixing charges Rate per Cu.m. 8
Plain Cement Concrete corresponding to M5 grade as per IS 456
equivalent to (1:5:10) proportion nominal mix (cement: fine
aggregate: Coarse aggregate) using 20mm size Hard Broken Granite
(IS383, 1970) Machine Crushed graded metal from approved quarry
including cost and conveyance of all materials like cement, sand,
coarse aggregate, water etc. to site, including seigniorage
charges, sales & other taxes on all materials, all operational,
incidental, and labour charges such as mixing, laying concrete,
finishing top surface, curing concrete, etc., complete for finished
item of work for Dummy Columns. (APSS No. 402)
0.92 cu.m. 0.46 cu.m. 165.6 Kgs. 0.06 cu.m. 0.14 Nos. 1.8 Nos.
1.4 Nos. 0 Cum
765.60 444.00 4040.00 247.20 225.60 175.20 175.20 45.00
1 cu.m. 1 cu.m. 1000 Kgs. 1 cu.m. 1 Each 1 Each 1 Each Cum
Total
704.35 204.24 669.02 14.83 31.58 315.36 245.28 0.00 2184.70
Graded Metal 20mm to 6mm Sand Cement 1st class mason 2nd class
mason Man Mazdoor Woman Mazdoor Add Machine Mixing charges Rate for
other Floors Basic Rate of P.C.C(1:5:10) per Cum.
0.92 cu.m. 0.46 cu.m. 132.48 Kgs. 0.06 cu.m. 0.14 Nos. 1.8 Nos.
1.4 Nos. 1 Cum GF 2587.08 Page 8
1299.53 444.00 4040.00 247.20 225.60 175.20 175.20 45.00 FF
2587.08
1 cu.m. 1 cu.m. 1000 Kgs. 1 cu.m. 1 Each 1 Each 1 Each Cum Total
SF TF 2587.08 2587.08
1195.57 204.24 535.22 14.83 31.58 315.36 245.28 45.00
2587.08
centering charges Lift Charges per Cum. Rate per cu.m. 9 Plain
Cement Concrete corresponding to M10 grade as per IS 456 equivalent
to (1:3:6) proportion nominal mix (cement: fine aggregate: Coarse
aggregate) using 20mm size Hard Broken Granite (IS383, 1970)
Machine Crushed graded metal from from approved quarry including
cost and conveyance of all materials like cement, sand, coarse
aggregate, water etc. to site, including seigniorage charges, sales
& other taxes on all materials, all operational, incidental and
labour charges such as mixing, laying, curing concrete, etc.,
complete for finished item of work for Bed Blocks and Hold Fasts
(APSS No. 402) Total
1587.00 0.00 4174.10
1587.00 66.00 4240.10
1587.00 164.40 4338.50
1587.00 304.80 4478.90
Graded Metal 20mm to 6mm Sand Cement 1st class mason 2nd class
mason Man Mazdoor Woman Mazdoor Add Machine Mixing charges for
centering charges Basic rate per Cum. Rate for other Floors Basic
Rate of P.C.C(1:3:6) per Cum. Lift Charges per Cum. Rate per cu.m.
10 Plain Cement Concrete corresponding to M15 grade as per IS 456
equivalent to (1:2:4) proportion nominal mix (cement: fine
aggregate: Coarse aggregate) using 20mm size Hard Broken Granite
(IS383, 1970) Machine Crushed graded metal from approved quarry
including cost and conveyance of all materials like cement, sand,
coarse aggregate, water etc. to site, including seigniorage
charges, sales & other taxes on all materials, all operational,
incidental and labour charges such as mixing, laying, curing
concrete, etc., complete for finished item of work (APSS No.
402)
0.92 cu.m. 0.46 cu.m. 220.8 Kgs. 0.06 cu.m. 0.14 Nos. 1.8 Nos.
1.4 Nos. 1 Cum 1 Cum
1299.53 444.00 4040.00 247.20 225.60 175.20 175.20 45.00
715.00
1 cu.m. 1 cu.m. 1000 Kgs. 1 Each 1 Each 1 Each 1 Each Cum Cum
Total SF 3658.90 164.40 3823.30 TF 3658.90 304.80 3963.70
1195.57 204.24 892.03 14.83 31.58 315.36 245.28 45.00 715.00
3658.90
Total
GF 3658.90 0.00 3658.90
FF 3658.90 66.00 3724.90
Graded Metal 20mm to 6mm Sand Cement 1st class mason 2nd class
mason Man Mazdoor Woman Mazdoor Add Machine Mixing charges Basic
rate per Cum. Rate for other Floors Basic Rate of P.C.C(1:2:4) per
Cum. Lift Charges per Cum. Rate per cu.m.
0.92 cu.m. 0.46 cu.m. 331.2 Kgs. 0.06 cu.m. 0.14 Nos. 1.8 Nos.
1.4 Nos. 1 Cum GF 3389.91 0.00 3389.95
1299.53 444.00 4040.00 247.20 225.60 175.20 175.20 45.00 FF
3389.91 66.00 3455.95
Total
1 cu.m. 1 cu.m. 1000 Kgs. 1 cu.m. 1 Each 1 Each 1 Each Cum Total
SF TF 3389.91 3389.91 164.40 304.80 3554.35 3694.75
1195.57 204.24 1338.05 14.83 31.58 315.36 245.28 45.00
3389.91
Page 9
11
Plain Cement Concrete M20 Design Mix ( by weigh batching ) using
20mm size (SS5) hard granite machine crushed graded metal (Coarse
aggregate) from approved quarry, using a minimum quantity of 350
kgs. of cement per 1 cum of concrete including cost and conveyance
of all materials like cement, fine aggregate (Sand), coarse
aggregate, water etc., to site and cost of seigniorage charges on
all materials including steel centering, shuttering, machine
mixing, laying concrete, lift charges, curing etc., complete for
finished item of work for steps (APSS No. 402 )
Graded Metal 20mm & 12mm Sand Cement 1st class Masons 2nd
class Masons Man Mazdoor Woman Mazdoor Centring Charges Add Machine
Mixing charges Basic rate per Cum. Rate for other Floors Basic Rate
of P.C.C(1:1.5:3) per Cum. Lift Charges per Cum. Rate per cu.m. 12
Vibrated Reinforced Cement Concrete M 20 Design Mix using 20mm size
(SS5) hard granite machine crushed graded metal (Coarse aggregate)
from approved quarry, using a minimum quantity of 350 kgs. of
cement per 1 cum of concreteincluding cost and conveyance of all
materials like cement, fine aggregate (Sand), coarse aggregate,
water etc., to site and cost of seigniorage charges on all
materials including centering using Cashewrina Ballies and Wooden
runners & staging including all bracings, cross members etc.,
shuttering , machine mixing, laying concrete, vibrating,lift
charges, curing etc., complete but excluding cost of steel and its
fabrication charges for finished item of work (APSS No. 402 &
403)
0.8 cu.m. 0.5 cu.m. 330 kgs 0.06 Nos. 0.14 Nos. 1.8 Nos. 1.4
Nos. 1 cu.m. 1 Cum
1299.53 444.00 4040.00 247.20 225.60 175.20 175.20 715.00
45.00
1 cu.m. 1 cu.m. 1000 kgs 1 Each 1 Each 1 Each 1 Each 1 cu.m.
Cum
1039.62 222.00 1333.20 14.83 31.58 315.36 245.28 715.00 45.00
3961.88
Total
GF 3961.88 0.00 3961.90
FF 3961.88 66.00 4027.90
SF 3961.88 164.40 4126.30
TF 3961.88 304.80 4266.70
Graded Metal 20mm to 6mm Sand Cement 1st Class Mason 2nd Class
Mason Man Mazdoor Woman Mazdoor Vibrating charges Machine mixing
charges Basic rate per Cum. a) VRCC M20 grade design mix for
footings Basic Rate per Cum. Centering Charges per Cum. Rate per
cu.m.
0.80 cu.m. 0.50 cu.m. 330 kgs 0.12 Nos. 0.28 Nos. 2.1 Nos. 3.5
Nos. 1 cu.m. 1 cu.m.
1299.53 444.00 4040.00 247.20 225.60 175.20 175.20 43.00
45.00
1 cu.m. 1 cu.m. 1000 kgs 1 Each 1 Each 1 Each 1 Each 1 cu.m. 1
cu.m. Total
1039.62 222.00 1333.20 29.66 63.17 367.92 613.20 43.00 45.00
3756.78
1 cu.m. 1 cu.m. Page 10
3756.78 715.00
1 cu.m. 1 cu.m. Say
3756.78 715.00 4471.80
b) VRCC M20 design mix for plinth beams Basic Rate per Cum.
Centering Charges per Cum. Rate per cu.m. c) VRCC M20 for pedestals
Basic Rate per Cum. Centering Charges per Cum. Rate per cu.m. d)
VRCC M20 for Columns Basic Rate per Cum. Centering Charges per Cum.
Rate per cu.m. Rate for other Floors Rate as worked out above per
Cum. Lift Charges per Cum. Rate per cu.m. e) VRCC M20 for Beams
Basic Rate per Cum. Centering Charges per Cum. Rate per cu.m. Rate
for other Floors Rate as worked out above per Cum. Lift Charges per
Cum. Rate per cu.m. g) VRCC M20 for Slabs thick Basic Rate per Cum.
Centering Charges per 10 Sqmts. 115mm
1 cu.m. 1 cu.m.
3756.78 1071.00
1 cu.m. 1 cu.m. Say
3756.78 1071.00 4827.80
1 cu.m. 1 cu.m.
3756.78 963.00
1 cu.m. 1 cu.m. Say
3756.78 963.00 4719.80
1 cu.m. 1 cu.m.
3756.78 1587.00
1 cu.m. 1 cu.m. Total
3756.78 1587.00 5343.78
Total
GF 5343.78 0.00 5343.80
FF 5343.78 66.00 5409.80
SF 5343.78 164.40 5508.20
TF 5343.78 304.80 5648.60
1 cu.m. 1 cu.m.
3756.78 1509.00
1 cu.m. 1 cu.m. Total
3756.78 1509.00 5265.78
Total
GF 5265.78 0.00 5265.80
FF 5265.78 66.00 5331.80
SF 5265.78 164.40 5430.20
TF 5265.78 304.80 5570.60
1.15 cu.m. 10 Sqmt.
3756.78 1690.00
1 cu.m. 10 Sqmt. Total SF 6010.29 189.06 6199.40 TF 6010.29
350.52 6360.85
4320.29 1690.00 6010.29
Rate for other Floors Rate as worked out above per Cum. Lift
Charges per Cum. Rate per 10 Sqmts. k) VRCC M20 for Slabs thick
Basic Rate per Cum. Centering Charges per 10 Sqmts. 125mm
Total
GF 6010.29 0.00 6010.30
FF 6010.29 75.90 6086.20
1.25 cu.m. 10 Sqmt.
3756.78 1690.00
1 cu.m. 10 Sqmt. Total SF 6385.97 205.50 6591.50 TF 6385.97
381.00 6767.00
4695.97 1690.00 6385.97
Rate for other Floors Rate as worked out above per Cum. Lift
Charges per Cum. Rate per 10 Sqmts. m) VRCC M20 for Slabs 150mm
thick Basic Rate per Cum. Centering Charges per 10 Sqmts. Rate for
other Floors Rate as worked out above per Cum. Lift Charges per
Cum. Rate per 10 Sqmts. n) VRCC M20 for Slabs 175mm thick Basic
Rate per Cum. Centering Charges per 10 Sqmts.
Total
GF 6385.97 0.00 6386.00
FF 6385.97 82.50 6468.50
1.50 cu.m. 10 Sqmt. GF 7325.16 0.00 7325.20
3756.78 1690.00 FF 7325.16 99.00 7424.20
Total
1 cu.m. 10 Sqmt. Total SF TF 7325.16 7325.16 246.60 457.20
7571.80 7782.40
5635.16 1690.00 7325.16
1.75 cu.m. 10 Sqmt. Page 11
3756.78 2090.00
1 cu.m. 10 Sqmt.
6574.36 2090.00
Total Rate for other Floors Rate as worked out above per Cum.
Lift Charges per Cum. Rate per 10 Sqmts. O) VRCC M20 for Slabs
thick Basic Rate per Cum. Centering Charges per 10 Sqmts. 115mm
1.15 cu.m. 10 Sqmt. 3756.78 1690.00 1 cu.m. 10 Sqmt. Total SF
6010.29 189.06 6199.40 TF 6010.29 350.52 6360.85 GF 8664.36 0.00
8664.40 FF 8664.36 115.50 8779.90 SF 8664.36 287.70 8952.10 TF
8664.36 533.40 9197.80
8664.36
Total
4320.29 1690.00 6010.29
Rate for other Floors Rate as worked out above per Cum. Lift
Charges per Cum. Rate per 10 Sqmts.
Total
GF 6010.29 0.00 6010.30
FF 6010.29 75.90 6086.20
14
Reinforced Cement Concrete (1:2:4) proportion graded mix
(Cement:Fine aggregate: Coarse aggregate) using 12mm size (SS5)
graded machine crushed Hard granite metal (Coarse Aggregate) from
approved quarry including cost & conveyance of all materials
like cement, Fine aggregate(Sand), Coarse Aggregate, water etc. to
site including seigniorage charges, sales and other taxes on all
materials and all operational, incidental, labour charges such as
centering, shuttering, machine mixing, laying concrete, curing
etc., complete but excluding cost of steel & its fabrication
charges, for finished item of work for Lintels. (APSS No. 402 &
03)
Graded Metal 20mm & 12mm Sand Cement 1st class Masons 2nd
class Masons Man Mazdoor Woman Mazdoor Machine mixing charges Basic
rate per Cum Rate for other Floors Basic rate per Cum. Lift Charges
per Cum. Centering charges per Cum. Rate per Cum.
0.8 cu.m. 0.5 cu.m. 330 kgs 0.12 Nos. 0.28 Nos. 2.1 Nos. 3.5
Nos. 1 cu.m. GF 3713.78 0.00 1071.00 4784.80
1299.53 444.00 4040.00 247.20 225.60 175.20 175.20 45.00 FF
3713.78 66.00 1071.00 4850.80
1 cu.m. 1 cu.m. 1000 kgs 1 Each 1 Each 1 Each 1 Each 1 cu.m. SF
3713.78 164.40 1071.00 4949.20 TF 3713.78 304.80 1071.00
5089.60
1039.62 222.00 1333.20 29.66 63.17 367.92 613.20 45.00
3713.78
Total
Page 12
15
Reinforced cement concrete with M 20 grade Design mix ( by weigh
batching ) as per using 20mm size (SS 5) machine crushed hard
granite graded metal (coarse aggregate) from approved quarry using
a minimum quantity of 350 Kg of cement per 1 Cum of concrete
including cost and conveyance of all materials like cement, fine
aggregate (sand) ,coarse aggregate, water etc. to site and cost of
seigniorage charges on all materials including centering using
Cashewrina Ballies and Wooden runners & staging including all
bracings, cross members etc., shuttering, machine mixing, laying
concrete, 7.5cm thick at fixed end and 5cm thick at free end with
an average thickness of 6.25cm including plastering to all exposed
faces 12mm thick in CM (1:4) including providing drip course band
of 12mm x 12mm in CM (1:4) proportion including labour charges for
mixing, laying, curing etc., complete but excluding cost of steel
and its fabrication charges for finished item of work in all
floors..
for sun-shades of any width as per approved plan / design and of
average thickness of 62.50mm ( thickness at support 75mm and
thickness at edge 50mm) (APSS No. 402, 403) Graded Metal 20mm &
12mm Sand Cement 1st Class Mason 2nd Class Mason Man Mazdoor Woman
Mazdoor Machine mixing charges Basic rate per Cu.m Chajja /
Sunshade Basic Rate per Cum. Centering Charges per Sqmt. Basic rate
per Sqmt. Rate for other Floors Basic Rate per Sqmt. Lift Charges
for 0.0375 Cum. Rate per Sqmt. 16 Random Rubble stone masonry, in
CM (1:8) prop: (Cement: Sand) using Granite stones from approved
quarry including cost and conveyance of all materials like Granite
stones, cement, sand, water, etc., to site including seigniorage
charges, sales & other taxes on all materials, all operational,
incidental, and labour charges such as cutting stones to required
size and shape, mixing of cement mortar, constructing masonry,
curing etc., complete for finished item of work for foundation and
basement (APSS No. 601 & 615) 0.80 cu.m. 0.50 cu.m. 330 kgs
0.12 Nos. 0.28 Nos. 2.1 Nos. 3.5 Nos. 1 cu.m. 1299.53 444.00
4040.00 247.20 225.60 175.20 175.20 45.00 1 cu.m. 1 cu.m. 1000 kgs
1 Each 1 Each 1 Each 1 Each 1 cu.m. Total 1 cu.m. 1 Sqmt SF 222.07
6.17 228.25 TF 222.07 11.43 233.50 1039.62 222.00 1333.20 29.66
63.17 367.92 613.20 45.00 3713.78 139.27 82.80 222.07
0.04 cu.m. 1 Sqmt GF 222.07 0.00 222.10
3713.78 82.80 FF 222.07 2.48 224.55
Total
RR Stone
1.1 Cum Page 13
417.60
1 Cum
459.36
CM (1:8) 1st Class Mason 2nd Class Mason Man Mazdoor Woman
Mazdoor Rate per cu.m. 17 Coursed Rubble stone masonry 2nd sort, in
CM (1:8) prop: (Cement: Sand) using hard blasted granite stones
from approved quarry including cost and conveyance of all materials
like Granite stones, cement, sand, water, etc., to site including
seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labour charges such as cutting stones
to required size and shape, mixing of cement mortar, constructing
masonry, curing etc., complete for finished item of work for
foundation and basement (APSS No. 601 & 612)
0.34 Cum 0.54 Nos 1.26 Nos 1.4 Nos 1.4 Nos
1204.80 247.20 225.60 175.20 175.20
1 Cum 1 Each 1 Each 1 Each 1 Each Say
409.63 133.49 284.26 245.28 245.28 1777.30
CR Stone RR Stone CM (1:8) 1st Class Mason 2nd Class Mason Man
Mazdoor Woman Mazdoor Rate per cu.m. Pointing to Cuddapah /
Shahabad slabs in CM(1:3) Prop: including cost and conveyance of
all materials like cement, sand, water etc., to site, including
seigniorage charges, sales & other taxes on all materials, all
operational, incidental charges and labour charges such as mixing
mortar, finishing, curing, etc., complete for finished item of
work. (APSS 901,906)
0.6 Cum 0.5 Cum 0.32 Cum 0.75 Nos 1.75 Nos 1.4 Nos 1.4 Nos
482.60 417.60 1204.80 247.20 225.60 175.20 175.20
1 Cum 1 Cum 1 Cum 1 Each 1 Each 1 Each 1 Each Total Say
289.56 208.80 385.54 185.40 394.80 245.28 245.28 1954.66
1954.70
18
Cement Mortar (1:3) 1st Class Mason 2nd Class Mason Man mazdoor
Woman mazdoor Rate per 10 Sqmt. 19 Flush Pointing to CRS Masonry in
CM(1:4) Prop: including cost and conveyance of all materials like
cement, sand, water etc., to site, including seigniorage charges,
sales & other taxes on all materials, all operational,
incidental charges and labour charges such as mixing mortar,
finishing, curing, etc., complete for finished item of work. (APSS
901,906)
0.02 cu.m. 0.48 Nos. 1.12 Nos. 0.5 Nos. 1.1 Nos.
2416.80 247.20 225.60 175.20 175.20
1 cu.m. 1 Each 1 Each 1 Each 1 Each Total
48.34 118.66 252.67 87.60 192.72 699.95
Cement Mortar (1:4) 1st Class Mason 2nd Class Mason Man mazdoor
Woman mazdoor Rate per 10 Sqmt.
0.09 cu.m. 0.48 Nos. 1.12 Nos. 0.5 Nos. 1.1 Nos.
1932.00 247.20 225.60 175.20 175.20
1 cu.m. 1 Each 1 Each 1 Each 1 Each Total
173.88 118.66 252.67 87.60 192.72 718.75 718.75
Page 14
20
Brick Masonry in superstructure with CM (1:8) prop: using second
class bricks from approved source having minimum crushing strength
of 40 Kg/Sqcm. including cost and conveyance of all materials like
cement, sand, bricks, water etc., to site, including seigniorage
charges, sales & other taxes on all materials, all operational,
incidental and labour charges such as mixing cement mortar,
constructing masonry, scaffolding charges, lift charges, curing,
etc., complete for finished item of work. (APSS No. 501 &
504).
Second class Bricks Cement Mortar (1:8) 1st class mason 2nd
class mason Man Mazdoor Woman Mazdoor Basic Rate per Cum. Rate for
other Floors Basic rate per Cum Scaffolding charges Per Cum Lift
Charges per Cum Rate per Cum. 21 Reinforced Brick Masonry 11.5cm (4
1/2") thick for partition walls in CM (1:4) prop: using second
class bricks from approved source having minimum crushing strength
of 40 Kg/Sqcm. and placing 2nos. of 6mm dia MS bars embedded in
every 3rd layer with free ends of reinforcement keyed into mortar
joints of the main brick work whereever applicable including cost
and conveyance of all materials like cement, sand, bricks, water
etc., to site, seigniorage charges, sales & other taxes on all
materials, all operational, incidental and labour charges such as
mixing cement mortar, constructing masonry, scaffolding charges,
lift charges, curing, etc., but excluding cost and conveyance of
steel and its fabrication charges complete for finished item of
work. (APSS No. 501 & 504).
512 Nos 0.2 cu.m. 0.42 Nos. 0.98 Nos. 0.7 Nos. 2.1 Nos. GF
2790.58 40.00 0.00 2830.60
3387.00 1204.80 247.20 225.60 175.20 175.20 FF 2790.58 48.00
55.20 2893.80
1000 Nos 1 cu.m. 1 Each 1 Each 1 Each 1 Each SF 2790.58 65.00
78.00 2933.60 TF 2790.58 94.00 99.60 2984.20
1734.14 240.96 103.82 221.09 122.64 367.92 2790.58
1.00 Total
Second class Bricks Cement Mortar (1:4) 1st class mason 2nd
class mason Man Mazdoor Woman Mazdoor Basic Rate per One Sqmt. Rate
for other Floors Basic rate per sqm Scaffolding charges Per sqm
Lift Charges per sqm Rate per One Sqmt.
50 Nos 0.02 cu.m. 0.04 Nos. 0.11 Nos. 0.07 Nos. 0.21 Nos. GF
291.75 40.00 0.00 331.75
3387.00 1932.00 247.20 225.60 175.20 175.20 FF 291.75 48.00 6.35
346.10
1000 Nos 1 cu.m. 1 Each 1 Each 1 Each 1 Each SF 291.75 65.00
8.97 365.75 TF 291.75 94.00 11.45 397.25
169.35 38.64 9.89 24.82 12.26 36.79 291.75
1.00 0.12 Total
Page 15
22
Reinforced Brick Masonry 7cm thick for partition walls in CM
(1:4) prop: using second class bricks from approved source having
minimum crushing strength of 40 Kg/Sqcm. and placing 2nos. of 6mm
dia MS bars embedded in every 3rd layer with free ends of
reinforcement keyed into mortar joints of the main brick work
whereever applicable including cost and conveyance of all materials
like cement, sand, bricks, water etc., to site, seigniorage
charges, sales & other taxes on all materials, all operational,
incidental and labour charges such as mixing cement mortar,
constructing masonry, scaffolding charges, lift charges, curing,
etc., but excluding cost and conveyance of steel and its
fabrication charges complete for finished item of work. (APSS No.
501 & 504). Brick on Edge for Shelves.
Second class Bricks Cement Mortar (1:4) 1st class mason 2nd
class mason Man Mazdoor Woman Mazdoor Basic Rate per One Sqmt. Rate
for other Floors Basic rate per sqm Scaffolding charges Per sqm
Lift Charges per sqm Rate per One Sqmt. 23Brick Masonry in
superstructure with CM (1:8) prop: using Fly ASH Bricks of size
290x225x140mm with compressive of 50 Kgs / Sqcm from approved
source including cost and conveyance of all materials like cement,
sand, fly ash bricks, water etc., to site, including seigniorage
charges, sales & other taxes on all materials, all operational,
incidental and labour charges such as mixing cement mortar,
constructing masonry, scaffolding charges, lift charges, curing,
etc., complete for finished item of work. (APSS No. 501 &
504).
40 Nos 0.02 cu.m. 0.04 Nos. 0.11 Nos. 0.07 Nos. 0.21 Nos. GF
257.88 40.00 0.00 297.90
3387.00 1932.00 247.20 225.60 175.20 175.20 FF 257.88 48.00 3.86
309.75
1000 Nos 1 cu.m. 1 Each 1 Each 1 Each 1 Each SF 257.88 65.00
5.46 328.35 TF 257.88 94.00 6.97 358.90
135.48 38.64 9.89 24.82 12.26 36.79 257.88
1 0.07 Total
Fly Ash Bricks 290x225x140mm Cement Mortar (1:8) 1st class mason
2nd class mason Man Mazdoor Woman Mazdoor Basic Rate per Cum. Rate
for other Floors Basic rate per Cum Scaffolding charges Per Cum
Lift Charges per Cum Rate per Cum.
100 Nos 0.1 cu.m. 0.42 cu.m. 0.98 Nos. 0.7 Nos. 2.1 Nos.
12960.00 1204.80 247.20 225.60 175.20 175.20
1000 Nos 1 cu.m. 1 cu.m. 1 Each 1 Each 1 Each
1296.00 120.48 103.82 221.09 122.64 367.92 2231.95
Total
GF 2231.95 40.00 0.00 2272.00
FF 2231.95 48.00 55.20 2335.15
SF 2231.95 65.00 78.00 2374.95
TF 2231.95 94.00 99.60 2425.55
Page 16
24
Reinforced Fly Ash Brick Masonry 10cm thick for partition walls
in CM (1:4) prop: Fly Bricks of size 290x100x140mm with compressive
of 50 Kgs / Sqcm from approved source and placing 2nos. of 6mm dia
MS bars embedded in every 3rd layer with free ends of reinforcement
keyed into mortar joints of the main brick work whereever
applicable including cost and conveyance of all materials like
cement, sand, bricks, water etc., to site, seigniorage charges,
sales & other taxes on all materials, all operational,
incidental and labour charges such as mixing cement mortar,
constructing masonry, scaffolding charges, lift charges, curing,
etc., but excluding cost and conveyance of steel and its
fabrication charges complete for finished item of work. (APSS No.
501 & 509).
25
Fly Ash Bricks 290x100x140mm Cement Mortar (1:4) 1st class mason
2nd class mason Man Mazdoor Woman Mazdoor Basic Rate per One Sqmt.
Rate for other Floors Basic rate per sqm Scaffolding charges Per
sqm Lift Charges per sqm Rate per One Sqmt. Reinforced Fly Ash
Brick Masonry 10cm thick for partition walls in CM (1:4) prop: Fly
Bricks of size 290x100x140mm with compressive of 50 Kgs / Sqcm from
approved source and placing 2nos. of 6mm dia MS bars embedded in
every 3rd layer with free ends of reinforcement keyed into mortar
joints of the main brick work whereever applicable including cost
and conveyance of all materials like cement, sand, bricks, water
etc., to site, seigniorage charges, sales & other taxes on all
materials, all operational, incidental and labour charges such as
mixing cement mortar, constructing masonry, scaffolding charges,
lift charges, curing, etc., but excluding cost and conveyance of
steel and its fabrication charges complete for finished item of
work. (APSS No. 501 & 509). Brick on Edge for Shelves.
24 Nos 0.02 cu.m. 0.04 cu.m. 0.11 Nos. 0.07 Nos. 0.21 Nos. GF
265.92 40.00 0.00 305.95
5980.00 1932.00 247.20 225.60 175.20 175.20 FF 265.92 48.00 5.52
319.45
1000 Nos 1 cu.m. 1 cu.m. 1 Each 1 Each 1 Each SF 265.92 65.00
7.80 338.75 TF 265.92 94.00 9.96 369.90
143.52 38.64 9.89 24.82 12.26 36.79 265.92
1.00 0.10 Total
Fly Ash Bricks 290x100x140mm Cement Mortar (1:4) 1st class mason
2nd class mason Man Mazdoor Woman Mazdoor Basic Rate per One Sqmt.
Rate for other Floors Basic rate per sqm Scaffolding charges Per
sqm Lift Charges per sqm Rate per One Sqmt.
24 Nos 0.02 cu.m. 0.04 cu.m. 0.11 Nos. 0.07 Nos. 0.21 Nos.
5980.00 1932.00 247.20 225.60 175.20 175.20
1000 Nos 1 cu.m. 1 cu.m. 1 Each 1 Each 1 Each
143.52 38.64 9.89 24.82 12.26 36.79 265.92
1 0.08 Total Page 17
GF 265.92 40.00 0.00 305.95
FF 265.92 48.00 4.14 318.10
SF 265.92 65.00 5.85 336.80
TF 265.92 94.00 7.47 367.40
26
Brick Masonry in superstructure with Fly ash cement solid blocks
of size 290 x 140 x 100 mm in CM (1:6) prop: from approved source
having minimum crushing strength of 50 Kg/Sqcm. including cost and
conveyance of all materials like cement, sand, bricks, water etc.,
to site, including seigniorage charges, sales & other taxes on
all materials, all operational, incidental and labour charges such
as mixing cement mortar, constructing masonry, scaffolding charges,
lift charges, curing, etc., complete for finished item of work.
(APSS No. 501 & 504).
Fly ash bricks Cement Mortar (1:6) 1st class mason 2nd class
mason Man Mazdoor Woman Mazdoor Basic Rate per Cum. Rate for other
Floors Basic rate per Cum Scaffolding charges Per Cum Lift Charges
per Cum Rate per Cum. 27Providing High Yield Strength Deformed
(HYSD) steel bars (Fe 415 grade as per IS 1786-1985) of 8mm to 40mm
diameters, cutting, bending, to required sizes and shapes placing
in position with cover blocks of approved size and binding wire of
20SWG, forming grills for reinforcement work as per approved
designs and drawings including cost and conveyance of bars from
approved sources to site of work, including cost and conveyance of
binding wire, cover blocks, chairs, overlaps, spacers, dowels,
wastage etc., and all operational, incidental, and labour charges
such as cutting, bending, placing in position, tying etc., and
sales & other taxes,on cost of all materials complete for
finished item of work (APSS No.126) in all floors.
224 Nos 0.1 cu.m. 0.42 Nos. 0.98 Nos. 0.7 Nos. 2.1 Nos. GF
2299.71 0.00 2299.75
5980.00 1447.20 247.20 225.60 175.20 175.20 FF 2299.71 48.00
55.20 2402.95
1000 Nos 1 cu.m. 1 Each 1 Each 1 Each 1 Each SF 2299.71 65.00
78.00 2442.75 TF 2299.71 94.00 99.60 2493.35
1339.52 144.72 103.82 221.09 122.64 367.92 2299.71
Total
Cost of steel Fabrication cost including binding wire Rate per
MT Rate for other Floors Basic rate per MT Lift Charges per MT
@0.25/Kg Rate per One MT
1 MT 1000 Kg GF 45000.00 0.00 Total 45000.00
36000.00 9.00
36000.00 9000.00 Total 45000.00 FF SF TF 45000.00 45000.00
45000.00 300.00 600.00 900.00 45300.00 45600.00 45900.00
1 MT 1 Kg
Page 18
28
Providing Mild Steel Bars (Fe 250 grade as per IS 432) of 6mm
diameter, cutting, bending, to required sizes and shapes placing in
position with cover blocks of approved size and binding wire of
20SWG, forming grills for reinforcement work as per approved
designs and drawings including cost and conveyance of bars from
approved sources to site of work, including cost and conveyance of
binding wire, cover blocks, chairs, overlaps, spacers, dowels,
wastage etc., and all operational, incidental, and labour charges
such as cutting, bending, placing in position, tying etc., and
sales & other taxes,on cost of all materials complete for
finished item of work (APSS No.126) in all floors.
Cost of Mild steel Fabrication cost including binding wire
Deduct for Scrap Rate per MT Rate for other Floors Basic rate per
MT Lift Charges per MT @0.25/Kg Rate per One MT 29 Ornamental
Plastering 12mm thick in two coats with base coat of 8mm thick in
CM (1:5) and top coat of 4mm thick in CM (1:3) dubara sponge finish
including cost and conveyance of all materials like cement, sand,
water etc., to site, seigniorage charges, sales & other taxes
on all materials,all operational, incidental and labour charges
such as mixing mortar, scaffolding charges, lift charges, including
cutting of Grooves wherever necessary as directed by Engineer - in
- charge, finishing, curing, etc., complete for Even Surfaces of
Wall for finished item of work. (APSS 901,903 & 904)
1.05 MT 1000 Kg 0.02 MT GF 44610.00 0.00 Total 44610.00
33000.00 10.62 33000.00
34650.00 10620.00 -660.00 Total 44610.00 FF SF TF 44610.00
44610.00 44610.00 300.00 600.00 900.00 44910.00 45210.00
45510.00
1 MT 1 Kg -1 MT
Base coat 8mm thick in C.M. (1:5) Cement Mortar (1:5) 1st Class
Mason 2nd Class Mason Man mazdoor Woman mazdoor Top Coat 4mm thick
in C.M. (1:3) Cement Mortar (1:3) 1st Class Mason 2nd Class Mason
Man mazdoor Woman mazdoor Basic rate per 10 Sqmt. Rate for other
Floors Basic rate per 10 Sqmt. Lift Charges per 10 Sqmt. Rate per
10 Sqmt.
0.11 cu.m. 0.3 Nos. 0.7 Nos. 0.5 Nos. 1.0 Nos.
1641.12 247.20 225.60 175.20 175.20
1 cu.m. 1 Each 1 Each 1 Each 1 Each
180.52 74.16 157.92 87.60 175.20
0.04 cu.m. 0.33 Nos. 0.77 Nos. 0.5 Nos. 1.1 Nos.
2416.80 247.20 225.60 175.20 175.20
1 cu.m. 1 Each 1 Each 1 Each 1 Each
96.67 81.58 173.71 87.60 192.72 1307.68
Total
GF 1307.68 0.00 1307.70
FF 1307.68 13.20 1320.90
SF 1307.68 22.80 1330.50
TF 1307.68 34.80 1342.50
Page 19
30
Plastering 12mm thick in two coats with base coat of 8mm thick
in CM (1:6) and top coat of 4mm thick in CM (1:4) dubara sponge
finish including cost and conveyance of all materials like cement,
sand, water etc., to site, seigniorage charges, sales & other
taxes on all materials,all operational, incidental and labour
charges such as mixing mortar, scaffolding charges, lift charges,
including cutting of Grooves wherever necessary as directed by
Engineer - in - charge, finishing, curing, etc., complete for Even
Surfaces of Wall for finished item of work. (APSS 901,903 &
904)
Base coat 8mm thick in C.M. (1:6) Cement Mortar (1:6) 1st Class
Mason 2nd Class Mason Man mazdoor Woman mazdoor Top Coat 4mm thick
in C.M. (1:4) Cement Mortar (1:4) 1st Class Mason 2nd Class Mason
Man mazdoor Woman mazdoor Basic rate per 10 Sqmt. Rate for other
Floors Basic rate per 10 Sqmt. Lift Charges per 10 Sqmt. add
scaffolding chargesd Rate per 10 Sqmt. 31 Plastering 20mm thick in
two coats with base coat of 16mm thick in CM (1:6) and top coat of
4mm thick in CM (1:4) dubara sponge finish including cost and
conveyance of all materials like cement, sand, water etc., to site,
seigniorage charges, sales & other taxes on all materials, all
operational, incidental and labour charges such as mixing
mortar,scaffolding charges, lift charges, finishing,including
cutting of Grooves wherever necessary as directed by Engineer - in
- charge, curing, etc., complete for Uneven Surfaces of Brick Wall
for finished item of work. (APSS 901,903 & 904) Base coat 16mm
thick in C.M. (1:6) Cement Mortar (1:6) 1st Class Mason 2nd Class
Mason Man mazdoor Woman mazdoor Top Coat 4mm thick in C.M. (1:4)
Cement Mortar (1:4) 1st Class Mason 2nd Class Mason Man mazdoor
Woman mazdoor Basic rate per 10 Sqmt.
0.11 cu.m. 0.3 Nos. 0.7 Nos. 0.5 Nos. 1.0 Nos.
1447.20 247.20 225.60 175.20 175.20
1 cu.m. 1 Each 1 Each 1 Each 1 Each
159.19 74.16 157.92 87.60 175.20
0.04 cu.m. 0.33 Nos. 0.77 Nos. 0.5 Nos. 1.1 Nos.
1932.00 247.20 225.60 175.20 175.20
1 cu.m. 1 Each 1 Each 1 Each 1 Each
77.28 81.58 173.71 87.60 192.72 1266.96
Total
GF 1266.96 0.00 0.00 1267.00
FF 1266.96 13.20 44.00 1324.20
SF 1266.96 22.80 88.00 1377.80
TF 1266.96 34.80 132.00 1433.80
0.18 cu.m. 0.3 Nos. 0.7 Nos. 0.5 Nos. 1.8 Nos.
1447.20 247.20 225.60 175.20 175.20
1 cu.m. 1 Each 1 Each 1 Each 1 Each
260.50 74.16 157.92 87.60 315.36
0.04 cu.m. 0.33 Nos. 0.77 Nos. 0.5 Nos. 1.1 Nos. Page 20
1932.00 247.20 225.60 175.20 175.20
1 cu.m. 1 Each 1 Each 1 Each 1 Each
77.28 81.58 173.71 87.60 192.72 1508.42
Rate for other Floors Basic rate per 10 Sqmt. Lift Charges per
10 Sqmt. add scaffolding chargesd Rate per 10 Sqmt. 32 Plastering
with CM(1:5) Prop: 12mm thick in single coat including cost and
conveyance of all materials like cement, sand, water etc., to site,
including seigniorage charges, sales & other taxes on all
materials, all operational, incidental charges and labour charges
such as mixing mortar, finishing, curing, etc., complete for
finished item of work. (APSS 901,906)
Total
GF 1508.42 0.00 0.00 1508.45
FF 1508.42 13.20 44.00 1565.65
SF 1508.42 22.80 88.00 1619.25
TF 1508.42 34.80 132.00 1675.25
Cement Mortar (1:5) 1st Class Mason 2nd Class Mason Man mazdoor
Woman mazdoor Rate per 10 Sqmt. Rate for other Floors Basic rate
per 10 Sqmt. Lift Charges per 10 Sqmt. Rate per 10 Sqmt. 33
0.15 cu.m. 0.33 Nos. 0.77 Nos. 0.5 Nos. 1.1 Nos. GF 781.80 0.00
781.80
1641.12 247.20 225.60 175.20 175.20 FF 781.80 13.20 795.00
1 cu.m. 1 Each 1 Each 1 Each 1 Each SF 781.80 22.80 804.60 Total
TF 781.80 34.80 816.60
246.17 81.58 173.71 87.60 192.72 781.80
Total
Plastering with CM(1:3) Prop: 20mm thick in single coat
including cost and conveyance of all materials like cement, sand,
water etc., to site, including seigniorage charges, sales &
other taxes on all materials, all operational, incidental charges
and labour charges such as mixing mortar, finishing, curing, etc.,
complete for finished item of work. (APSS 901,906) Cement Mortar
(1:3) 1st Class Mason 2nd Class Mason Man mazdoor Woman mazdoor
Rate per 10 Sqmt. 0.21 cu.m. 0.3 Nos. 0.7 Nos. 0.5 Nos. 1.8 Nos. 2
Kg 2416.80 247.20 225.60 175.20 175.20 24.00 1 cu.m. 1 Each 1 Each
1 Each 1 Each 1 Kg Total 507.53 74.16 157.92 87.60 315.36 48.00
1190.60
34
Providing impervious coat over RCC roof slab to required slopes
with CM (1:3) prop. 12mm thick (average) mixed with water proofing
compound manufactured by reputed manufacturers as approved by
Engineer-in-charge at 1Kg/bag of cement, laid over roof slab when
it is green, finished smooth with a floating coat of neat cement
and thread lining at regular intervals of 45cmx45cm including cost
and conveyance of all materials like cement, sand, water proofing
compound, water etc., to site, seigniorage charges, sales &
other taxes on all materials, all operational, incidental and
labour charges such as mixing mortar, laying, rounding off at
junctions of wall and slab, rendering smooth with thread lining,
curing, lift charges, etc., complete for finished item of work
(APSS No. 901 & 903).
Cement Mortar (1:3)
0.15 cu.m. Page 21
2416.80
1 cu.m.
362.52
Cement for slurry for smooth finish Water proof compound 1st
Class Mason 2nd Class Mason Man Mazdoor Woman Mazdoor Basic rate
per 10 Sqmt. Rate for other Floors Basic rate per 10 Sqmt. Lift
Charges per 10 Sqmt. Rate per 10 Sqmt. 40 Flooring with Polished
Thandur blue slabs of minimum of 15 mm thick (0.457x0.457M) set
over a base coat of CM (1:8), 12mm thick (joints of stone must be
flushed) over C.C. bed already laid or R.C.C. roof slab only after
it is properly cured, cleaned, moistered and where necessary
treated with neat grey cement slurry of honey like consistency
spread @ 3.3 kgs of cement per 1 sqmt. and jointed with neat cement
paste to full depth, including cost and conveyance of all materials
like cement, sand, water, flooring stones etc. to site, seigniorage
charges, sales and other taxes on all materials, all operational,
incidental and labour charges such as dressing of flooring stones
to the required sizes, mixing of cement mortar, laying, jointing,
curing, lift charges etc., complete for finished item of work.(APSS
No.703 & 701)
0 Kgs 1.64 Kgs 0.33 Nos. 0.77 Nos. 0.5 Nos. 1.1 Nos.
4040.00 24.00 247.20 225.60 175.20 175.20
1000 Kgs 1 Kgs 1 Each 1 Each 1 Each 1 Each
0.00 39.36 81.58 173.71 87.60 192.72 937.49
Total Say
GF 937.49 0.00 937.49 937.50
FF 937.49 27.60 965.09 965.10
SF 937.49 49.20 986.69 986.70
TF 937.49 72.00 1009.49 1009.50
Polished tandur blue slabs Cement Mortar (1:8) Cement for
jointing Cement for slurry paste 1st Class Mason 2nd Class Mason
Man Mazdoor Woman Mazdoor Basic rate per 10 Sqmt. Rate for other
Floors Basic rate per 10 Sqmt. Lift Charges per 10 Sqmt. Rate per
10 Sqmt. 41 Flooring with Tamdur blue slabs of 40 mm thick and size
not less than 0.457 M x 0.457 M set over a base coat of CM (1:8),
12mm thick and pointing with CM(1:3) to full depth of flooring
slabs, including cost and conveyance of all materials like flooring
stones, cement, sand, water, etc. to site, seigniorage charges,
sales and other taxes on all materials, all operational, incidental
and labour charges such as mixing of cement mortar, laying,
pointing, curing, lift charges etc., complete for finished item of
work.(APSS No.703 & 701)
10.1 Sqmt. 0.12 cu.m. 20 Kgs 33 Kgs 0.96 Nos. 2.24 Nos. 2.2 Nos.
1.1 Nos.
1450.83 1204.80 4040.00 4040.00 247.20 225.60 175.20 175.20
10 Sqmt. 1 cu.m. 1000 Kgs 1000 Kgs 1 Each 1 Each 1 Each 1
Each
1465.34 144.58 80.80 133.32 237.31 505.34 385.44 192.72
3144.85
Total
GF 3144.85 0.00 3144.90
FF 3144.85 27.60 3172.50
SF 3144.85 49.20 3194.10
TF 3144.85 72.00 3216.90
Roughshabad stones tandur Cement Mortar (1:8) Pointing with CM
(1:3)
10.5 Sqmt. 0.12 cu.m. 10 Sqmt. Page 22
1256.52 1204.80 699.95
10 Sqmt. 1 cu.m. 10 Sqmt.
1319.35 144.58 699.95
1st Class Mason 2nd Class Mason Man Mazdoor Woman Mazdoor Basic
rate per 10 Sqmt. Rate for other Floors Basic rate per 10 Sqmt.
Lift Charges per 10 Sqmt. Rate per 10 Sqmt. 42 Providing Skirting
to internal walls to 12.5 Cm height with Polished shabad / tandur
blue slabs minimum of 15 mm thick (0.457x0.457M) with length equal
to flooring stones set over a base coat of CM (1:5), 12mm thick and
jointed with neat cement paste to full depth and using grey cement
of honey like consistency spread @ 3.3 kgs of cement per 1 sqmt
(joints of stone should be flushed), including cost and conveyance
of all materials like cement, sand, water, flooring stones etc. to
site, seigniorage charges, sales and other taxes on all materials,
all operational, incidental and labour charges such as dressing of
flooring stones to the required sizes, mixing of cement mortar,
laying, jointing, curing, lift charges etc., complete for finished
item of work.(APSS No.701 & 707)
0.96 Nos. 2.24 Nos. 2.2 Nos. 1.1 Nos. GF 3484.69 0.00
3484.70
247.20 225.60 175.20 175.20 FF 3484.69 27.60 3512.30
1 Each 1 Each 1 Each 1 Each SF 3484.69 49.20 3533.90 TF 3484.69
72.00 3556.70
237.31 505.34 385.44 192.72 3484.69
Total
Polished tandur blue slabs Cement Mortar (1:5) Cement for
jointing Cement for slurry consistency 1st Class Mason 2nd Class
Mason Man Mazdoor Woman Mazdoor machine cutting charges Basic rate
per 10 Sqmt. Rate for other Floors Basic rate per 10 Sqmt. Lift
Charges per 10 Sqmt. Rate per 10 Sqmt. 43Supply and Fixing of
Polished shabad / tandur blue slabs of minimum of 15 mm thick in
Single piece with the edges flat nosed and set over a base coat of
CM (1:5), 12mm thick, and fixing in position with neat cement paste
including cost and conveyance of all materials like cement, sand,
water, stones etc. to site, seigniorage charges, sales and other
taxes on all materials, all operational, incidental and labour
charges such as dressing of stones to the required sizes, mixing of
cement mortar, fixing in position, curing, lift charges etc.,
complete for finished item of work for Risers (APSS No.701 &
707)
10.1 Sqmt. 0.12 cu.m. 20 Kgs 33 Kgs 0.66 Nos. 1.54 Nos. 2.2 Nos.
1.1 Nos. 66.67 rmt
1450.83 1641.12 4040.00 4040.00 247.20 225.60 175.20 175.20
7.00
10 Sqmt. 1 cu.m. 1000 Kgs 1000 Kgs 1 Each 1 Each 1 Each 1 Each 1
rmt
1465.34 196.93 80.80 133.32 163.15 347.42 385.44 192.72 466.69
3431.82
Total
GF 3431.82 0.00 3431.85
FF 3431.82 27.60 3459.45
SF 3431.82 49.20 3481.05
TF 3431.82 72.00 3503.85
Risers of 0.15 Mt. Height Polished tandur blue slabs(1.5 times
rate) Flat nosing edges Cement paste Cement Mortar (1:5)
0.15 Sqmt 0.3 RM 0.23 Kgs 0 Cum Page 23
2176.25 7.00 4040.00 1641.12
10 Sqmt 1 RM 1000 Kgs 1 Cum
32.64 2.10 0.91 2.95
Labour chrges for polish shahabad flooring Rate per 0.15 Sqmt
Rate per Sqmt. Rate for other Floors Basic rate per Sqmt. Lift
Charges per Sqmt. Rate per Sqmt. Supply and Fixing of Polished
shabad / thandur blue slabs of minimum of 15 mm thick in Single
piece with the edges flat nosed and set over a base coat of CM
(1:5), 12mm thick, and fixing in position with neat cement paste
including cost and conveyance of all materials like cement, sand,
water, stones etc. to site, seigniorage charges, sales and other
taxes on all materials, all operational, incidental and labour
charges such as dressing of stones to the required sizes, mixing of
cement mortar, fixing in position, curing, lift charges etc.,
complete for finished item of work for Treads (APSS No.701 &
707)
0.15 Sqmt
1320.82
10 Sqmt
19.81 58.42 389.46
Total 44
GF 389.46 0.00 389.46 389.50
FF 389.46 2.76 392.22 392.25
SF 389.46 4.92 394.38 394.40
TF 389.46 7.20 396.66 396.70
Treads of 0.30 Mt wide Polished tandur blue slabs(1.5 times
rate) Flat nosing edges Cement paste Cement Mortar (1:5) Labour
chrges for polish shahabad flooring Rate per 0.30 Sqmt Rate per
Sqmt. Rate for other Floors Basic rate per Sqmt. Lift Charges per
Sqmt. Rate per Sqmt. 45 In - situ - Granolithic Concrete Flooring
20mm thick with CC(1:1:2) Prop: using 6mm to 12mm size HBG machine
crushed metal laid monolithically over 100mm thick CC flooring bed
(1:5:10) with 40mm HBG metal in alternate panels of size not
exceeding 1.50m x 1.50m and finishing the top surface to required
smoothness and slopes, thread lining as directed by the Engineer -
in charge including cost and conveyance of all materials like
cement, sand, water, etc. to site, seigniorage charges, sales and
other taxes on all materials, all operational, incidental and
labour charges such as mixing of cement concrete, laying, curing,
lift charges etc., complete for finished item of work (APSS No.701
& 710)
0.3 Sqmt 1.6 RM 0.99 Kgs 0 Cum 0.3 Sqmt
2176.25 7.00 4040.00 1641.12 1320.82
10 Sqmt 1 RM 1000 Kgs 1 Cum 10 Sqmt
65.29 11.20 4.00 5.91 39.62 126.02 420.07
Total Say
GF 420.07 0.00 420.07 420.10
FF 420.07 2.76 422.83 422.85
SF 420.07 4.92 424.99 425.00
TF 420.07 7.20 427.27 427.30
6mm to 12mm HBG metal Sand Cement PCC bed (1:5:10) 100mm thick
1st Class Mason 2nd Class Mason Man Mazdoor Woman Mazdoor
0.17 cum 0.09 cum 120 Kgs 1.00 cum 0.6 Nos. 1.25 Nos. 2.5 Nos.
0.5 Nos. Page 24
1029.43 444.00 4040.00 2050.90 247.20 225.60 175.20 175.20
1 cum 1 cum 1000 Kgs 1 cum 1 Each 1 Each 1 Each 1 Each
175.00 37.74 484.80 2050.90 148.32 282.00 438.00 87.60
Rate per 10 Sqmt. 46 Flooring with Ceramic Tiles of 7.3mm thick
1st. quality of any shade as approved by Engineer - in - charge set
over a base coat of CM (1:5), 12mm thick laid over flooring bed /
V.R.C.C. slab, with neat grey cement slurry of honey like
consistency spread at the rate of 3.3 Kgs of cement per Sq.m and
jointed with neat white cement paste mixed with pigment of matching
shade including cost and conveyance of all materials like cement,
sand, water, ceramic tiles etc. to site, seigniorage charges, sales
and other taxes on all materials, all operational, incidental and
labour charges such as mixing of cement mortar, laying, curing,
lift charges etc., complete for finished item of work. (APSS No.701
& 707) in All Floors
Total
3704.40
Ceramic Tiles Cement Mortar (1:5) Grey Cement for slurry White
Cement for pointing 1st Class Mason 2nd Class Mason Man Mazdoor
Woman Mazdoor Rate per 10 Sqmt. 47 Dadooing to walls with white
glazed tiles 1st. quality of any size of brand as approved by
Engineer - in - charge and set over a base coat of CM (1:5), 12mm
thick and neat cement paste at the rate of 3.3 Kg/Sqmt. and jointed
with white cement paste mixed with pigment of matching shade
including cost and conveyance of all materials like cement, sand,
water, tiles, etc. to site, seigniorage charges, sales and other
taxes on all materials, C921 such as mixing of cement mortar,
laying in position, curing, lift charges etc., complete for
finished item of work (APSS No.701 & 707) in All Floors
10.1 Sqmt. 0.12 cu.m. 33 Kgs 2 Kgs 0.96 Nos. 2.24 Nos. 2.2 Nos.
1.1 Nos.
374.00 1641.12 4040.00 25.00 247.20 225.60 175.20 175.20
1 Sqmt. 1 cu.m. 1000 Kgs 1 Kgs 1 Each 1 Each 1 Each 1 Each
Total
3777.40 196.93 133.32 50.00 237.31 505.34 385.44 192.72
5478.50
white glazed tiles Grey cement White cement Cement Mortar CM
(1:5) For Glazed Tiles as per SSR item No:675 Rater per 10 Sqmt.
for all floors Whiting to new walls and ceiling in two coats with
Surya cem or equavalent quality to give an even shade after
thoroughly brushing the surface to remove all loose powdered
materials including cost and conveyance of all materials and water
to site, sales & other taxes, all operational, incidental and
labour charges such as cleaning the surface, painting, curing etc.,
complete for finished item of work for internal walls. (APSS No.901
& 908) in All Floors
10.1 Sqmt 33 Kgs 5 Kgs 0.12 Cum 10 Sqm
280.00 4040.00 25.00 1641.12 96.00
1 Sqmt 1000 Kgs 1 Kgs 1 Cum 1 Sqm Total
2828.00 133.32 125.00 196.93 960.00 4243.25
48
Page 25
Surya Cem Painter Man Mazdoor Woman mazdoor Rater per 10 Sqmt.
for all floors 49 Painting to New walls with two coats of Snowcem
cement paint of superior quality of approved brand and shade over
base coat of cement primer grade -I making three coats in all to
give an even shade after thoroughly brushing the surface to remove
all loose powdered materials, including cost and conveyance of all
materials, including cost and conveyance of all materials, cost of
brushes, water to site, etc., sales & other taxes, all
operational, incidental and labour charges such as scaffolding
charges, lift charges, curing etc., complete for finished item of
work in all floors for External Walls.(APSS No. 912) in All
Floors
3.5 kgs 0.16 Nos. 0.05 Nos. 0.27 Nos.
7.12 232.08 175.20 175.20
1 kgs 1 Each 1 Each 1 Each Total
24.92 37.13 8.76 47.30 118.15
Cement Primer Grade I Snowcem Paint Labour for Priming Coat 1st
class painter 2nd class painter Labour for Two Coats 1st class
painter 2nd class painter Man mazdoor Woman mazdoor Rater per 10
Sqmt. for all floors 50 Painting to New Iron work with two coats of
ready mixed synthetic enamel paint first quality all shades over an
existing steel primer including cost and conveyance of all
materials to site, sales & other taxes, incidental, operational
and all labour charges etc., complete for finished item of work.
(APSS No. 1201, 1207 & 1212).in All Floors Cost of Synthetic
Enamel Paint 1st Class Painter 2nd Class Painter Rater per 10 Sqmt.
for all floors Supply and fixing of 110mm dia ISI mark PVC rain
water spouts of 2.5mm thick including Cost of necessary pvc bends,
shoes and M.S.clamps and all other accessories and fixing in
position including cost and conveyance of all materials to site ,
seigniorage charges sales and other taxes on all materials, all
operational, incidental and labour cahrges such as fixing in
alignment etc., complete for finished item of work.(APSS NO1328) in
All Floors
1 Kgs 3.5 Kgs 0.21 Nos. 0.49 Nos. 0.15 Nos. 0.35 Nos. 0.5 Nos. 1
Nos.
84.00 38.00 247.20 225.60 247.20 225.60 175.20 175.20
1 Kgs 1 Kgs 1 Each 1 Each 1 Each 1 Each 1 Each 1 Each Total
84.00 133.00 51.91 110.54 37.08 78.96 87.60 175.20 758.30
1.1 Ltr 0.33 Nos. 0.77 Nos.
175.00 247.20 225.60
1 Ltr 1 Each 1 Each Total
192.50 81.58 173.71 447.80
51
Cost of 110mm dia PVC Pipe. Cost of P.V.C.Bend 371 Cost PVC shoe
374 Cost of Clips Plumber 1st Class
3.00 Rmt. 1.00 No. 1.00 No. 3.00 Nos. 0.30 Nos. Page 26
66.00 84.00 56.00 14.00 247.20
1 Rmt 1 No 1 No 1 No 1 Each
198.00 84.00 56.00 42.00 74.16
Plumber 2nd class Man Mazdoor
0.70 Nos. 1.00 No.
225.60 1 Each 175.20 1 Each Rate per 3 Rmt. Total
Rate per Rmt. 52 Reinforced cement mortar Facia 5 cm thick in CM
(1:3) for drop walls, Fins & staircase railing with rabbit wire
mesh & nominal reinforcement as directed by Engineer-in-charge
with dubara spong finishing including cost & conveyence of all
materials to site, including seigniorage charges, sales and other
taxes on all materials and all operational, incidental charges such
as labour charges, like mixing cement mortar, scaffolding charges,
lift charges, curing, for making 50 mm thick RCM Paradah walls (RCM
Drop walls) including tying Rabbit (chicken) wire mesh to the
existing mild steel / HYSD Steel reinforcement applying mortar
lumps, finishing, plastering to both faces, sponge finishing etc
complete for finished item of work but excluding cost of steel and
its fabrication charges in All Floors
157.92 175.20 787.28 262.43 262.45
Cost of CM(1:3)Prop. Costof rabit wire mesh Labour charges
centring charges Rate per 10 Sqmt. for all Floors 54 Painting to
New wood work with two coats of ready mixed synthetic enamel paint
first quality all shades to give an even shade over base coat
Primar with Luppam finishing after thouroughky brushing the surface
to remove all remains including cost and conveyance of all
materials to site, sales & other taxes, all operational,
incidental and labour charges etc., complete for finished item of
work.(3 coats) (APSS No. 1201 & 1212).in All Floors PRIMARY
COAT Luppam finish Ready mixed primer Ist class painter 2nd class
painter TWO COATS OF PAINTING Synthetic enamel paint 1st class
painter 2nd class painter Rate per 10 Sqmt. for all Floors 55
Supply and Fixing of 50mm thick Jali including cost and conveyance
of all materials to site, sales & other taxes, all operational,
incidental and labour charges etc., complete for finished item of
work in All Floors. Rate as per SSR Rate per Sqmt.
0.50 Cum 10.00 Sqmt 10.00 Sqmt 10.00 Sqmt
2416.80 12.00 216.00 102.00
1 Cum 1 Sqmt 1 Sqmt 1 Sqmt TOTAL
1208.40 120.00 2160.00 1020.00 4508.40
1 Kg. 0.7 lit 0.21 Nos. 0.49 Nos. 1.2 Kgs 0.36 Nos. 0.84
Nos.
330.00 121.00 247.20 225.60 175.00 247.20 225.60
1 Kg 1 Lt 1 Each 1 Each 1 Kg 1 Each 1 Each Total
330.00 84.70 51.91 110.54 210.00 88.99 189.50 1065.70
1 Sqmt
335.00
1 Sqmt Total
335.00 335.00
Page 27
56
Construction of Perforated Dry Brick Masonry without using CM
and keeping vertical dry joints of 15 to 20mm as directed by the
Engineer in Charge including cost and conveyance of all amterials
to site seignorage charges, sales and other taxes, all labour
charges etc., complete item of work for Soak Pit Cost of Bricks
Deduct 15% for perforation Brick layer Man Mazdoor Women Mazdoor
Rate per Cum 654 Nos. 98.10 Nos. 1.28 Each 0.64 Each 1.93 Each 3387
3387 232.08 175.20 175.20 1000 Nos. 1000 Nos. 1 Each 1 Each 1 Each
Total 2215.10 -332.26 297.06 112.13 338.14 2630.20
57
Supplying & fixing collapsible steel shutters with vertical,
double channel of 20 x10x2 mm of 100 mm centre ,Bracers with flat
iron 40x40x6 mm with 38 mm dia steel pulleys, the top, bottom and
side vertical frames of the collapsible gate with 65x65mmx8mm MS
Angle and middle guide rail at site height with 65mmx8mm MS flat
for the pulleys to guide and fixed with necessary hold fasts,
bolts, nuts, rivets, locking arrangements, stoppers, handles, all
accessories all fixtures and painted with one coat of approved
steel primer etc., complete for finished item of work as per
special spn 1105
Rate as per SSR Rate per Sqmt. 58 Reinforced Cement Concrete
corresponding to M15 grade as per IS 456 equivalent to (1:2:4)
proportion nominal mix (cement: fine aggregate: Coarse aggregate)
using 20mm size Hard Broken Granite (IS383, 1970) metal from
approved quarry including cost and conveyance of all materials like
cement, sand, coarse aggregate, water etc. to site, including
seigniorage charges, sales & other taxes on all materials, all
operational, incidental and labour charges such as mixing, laying,
curing concrete, etc., complete for finished item of work (APSS No.
402) for 50mm thick Platform.
1 Sqmt
1750.00
1 Sqmt Total
1750.00 1750.00
Metal 20mm Sand Cement 1st class mason 2nd class mason Man
Mazdoor Woman Mazdoor Basic rate per Cum. Basic Rate of
R.C.C(1:2:4) per Cum. Add Centring Charges
0.92 cu.m. 0.46 cu.m. 331.2 Kgs. 0.12 cu.m. 0.28 Nos. 2.1 Nos.
3.5 Nos.
1299.53 444.00 4040.00 247.20 225.60 175.20 175.20
1 cu.m. 1 cu.m. 1000 Kgs. 1 cu.m. 1 Each 1 Each 1 Each Total 1
Cum 10 Sqmts.
1195.57 204.24 1338.05 29.66 63.17 367.92 613.20 3811.81 1905.90
1380.00 3285.90
0.50 Cum 10 Sqmts.
3811.81 1380.00
Rate for other Floors Basic Rate of R.C.C(1:2:4) per Cum. Lift
Charges per Cum. Page 28
GF 3285.90 0.00
FF 3285.90 33.00
SF 3285.90 82.20
TF 3285.90 152.40
Rate per 10 Sqmts. 59 Reinforced Cement Concrete corresponding
to M15 grade as per IS 456 equivalent to (1:2:4) proportion nominal
mix (cement: fine aggregate: Coarse aggregate) using 20mm size Hard
Broken Granite (IS383, 1970) metal from approved quarry including
cost and conveyance of all materials like cement, sand, coarse
aggregate, water etc. to site, including seigniorage charges, sales
& other taxes on all materials, all operational, incidental and
labour charges such as mixing, laying, curing concrete, etc.,
complete for finished item of work (APSS No. 402) for 25mm thick
Shelves.
Total
3285.95
3318.95
3368.15
3438.35
Metal 20mm Sand Cement 1st class mason 2nd class mason Man
Mazdoor Woman Mazdoor Basic rate per Cum. Basic Rate of
R.C.C(1:2:4) per Cum. Add Centring Charges Rate for other Floors
Basic Rate of R.C.C(1:2:4) per Cum. Lift Charges per Cum. Rate per
10 Sqmts. 60 Supply and Fixing AC Sheet Corrugated 6mm thick
including Labour Charges for fixing AC Sheets including cost of J
bolts bitumen washers etc with or without ridges complete including
cost and conveyance of all materials to site, sales and other
taxes, all labour charges etc., complete for finished item of work
Rate as SSR Labour Charges Rate per Ten Sqmt 61 Supply and Fixing
MS Purlins 50mm dia including Labour Charges for fixing complete
including cost and conveyance of all materials to site, sales and
other taxes, all labour charges etc., complete for finished item of
work Cost of MS Pipe 50mm dia Fabrication, Cutting and Fixing
charges add 13 % for LA & LI( 90%on 45.9) Rate per Rmt. 62
Supplying & fixing 50.8 cm dia C.I. Man hole frame & cover
for 914.4 mm dia chamber (20 Kgs - Light weight) SSR item No.
660
0.92 cu.m. 0.46 cu.m. 331.2 Kgs. 0.12 cu.m. 0.28 Nos. 2.1 Nos.
3.5 Nos.
1299.53 444.00 4040.00 247.20 225.60 175.20 175.20
1 cu.m. 1 cu.m. 1000 Kgs. 1 cu.m. 1 Each 1 Each 1 Each Total 1
Cum 10 Sqmts. SF 2332.95 41.10 2374.10 TF 2332.95 76.20 2409.20
1195.57 204.24 1338.05 29.66 63.17 367.92 613.20 3811.81 952.95
1380.00 2332.95
0.25 Cum 10 Sqmts. GF 2332.95 0.00 2333.00
3811.81 1380.00 FF 2332.95 16.50 2349.50
Total
10 Sqmt 10 Sqmt
188.00 472.00
1 Sqmt 10 Sqmt
1880.00 472.00 2352.00
5.1 Kgs. 5.1 Kgs.
50.00 9.00
1 Kgs. 1 Kgs.
255.00 45.90 8.26 309.20 562.00
1 Nos.
562.00
1 Each
Page 29
63
Providing expansion joint treatment with ploy sulphide compound
of approved make of finsihed size 25 x 12 mm including making of
25mm x 12mm groove and primer coat over finished groove with
finishing of edges true to straight line and level over the
finished surface of expansion joint including cost and convenyance
of all materials to site, all incidental , operational , labour
charges etc., complete for finished item of work as per approved
drawing ( for all floors on top slab i.e, in the flooring and for
internal vertical joints of grooves in dadooing surface).
As per market rate Rate per 1 RM 64Providing and Fixing of 24
guage alluminium sheet over expansion joint groove of width 15cm
fixed to walls / columns at one edge and resting over the other
blcok walls / columns concealing expansion joint with slotted holes
for free edge of aluminium sheet to faciliate free movement of
aluminium sheet over the finished surface of expansion joint and
wall face using sheet metal screws with nylon receiver complete
including cost and convenyance of all materials to site, all
incidental , operational labour charges etc.,, complete for
finsihed item of work as per approved drawing ( for all floors for
vertical joints and bottom of slab).
1.00 RM
290.00
1 RM
290.00 290.00
Cost of alluminium sheet-195 Add for labour charges including
cost of nails, making holes to wall and in aluminium sheet
etc..
1.00 Sqm
218.00
1 Sqm
218.00
6.60 Rm Rate per 1 Sqm Providing and Fixing of expansion join
filler board for Buildings , Columns , Beams and Slabs Armour Board
" sillfill including cost and convenyance of all materials to site,
all incidental, operational , labour charges etc., complete for
finished item of work as per approved drawing for all floors Rate
as per SSR-975 Rate per 1 Sqm Supply and Fixing of 230mm vide PVC
water bar at expansion joint over roof slab including cost , all
taxes and convenyance of all materials to site and all labour
charges , cutting an d fixing charges etc., complete for finsihed
item of work. Market rate Labour charges for fixing Add LALI @13%
1.00 Sqm
10.00
1 Rm say
66.00 284.00 284.00
65
327.00
1 Sqm say
327.00 327
66
1.00 RM 0.13
220.00 30.00
1 RM
Total say 67Providing & Placing on Terrace ( at all floor
levels polyethylene water stoarge tank with Double layer approved
brand & manufacture with cover and suitable locking arrangement
& making necessary holes for inlet & outlets and over flow
pipes but without fittings & base support for tanks
220.00 30.00 3.90 253.90 254
SSR No: 311
1.00 Ltr
6.00
1 Ltr
6.00
Page 30
DOORS AND WINDOWS 2008-091 S/F of country wood doors of size
1.20 x 2.10 mt using best country wood frame of size 100X 75mm
thick and shutter with flush doors & shutter of 35mm of double
leaf including cost of county wood, flush doors and MS. Powder
coated fixtures and all labour charges,such as wrought & put up
in position etc., complete a For Frame Vertical port Harozantal
port
1x 1x
2 1
7'-0" 4'-0"
0'-21/2" 0'21/2"
0'-4" 0'-4"
0.97 0.28 1.25 Cft
550.00 Cft
686.95
b 35 mm thick double leaf flush ShutterShutters
1x
2
0.55
-
2.07
c For Labour charges ( SSR item No. 817 ) d S/F of fixures. M.S.
Hold fast Aldrop 300mm long ( SSR item No.162 ) Tower bolts 200mm
long (SSR item No.135) Butt hinges 125 mm long (SSR item No.148)
Handles 125mm long (SSR item No.154) Door stoppers (SSr item
No.170)
1.20
-
2.1 or
2.28 2.277 686.00 Cft Cft 2.52 2.52 383.00 Sqm Sqm 90.00 248.00
76.00 138.00 68.00 50.00 670.00
1562.02
965.16
1x 1x 1x 1x 1x 1x
6 15.00 2 124.00 2 38.00 6 23.00 2 34.00 2 25.00
Each Each Each Each Each Each
670.00
e Add. L.S. for transportation, rounding off etc., complete
Total:
15.87 3900.00
2
S/F of country wood doors of size 0.75 x 2.00 mt using best
country wood frame of size 100X 75mm thick and shutter with flush
doors & shutter of 35mm of double leaf including cost of county
wood, flush doors and MS. Powder coated fixtures and all labour
charges,such as wrought & put up in position etc., complete a
For Frame Vertical port Harozantal port
1x 1x
2 6'-71/2" 0'-21/2" 1 2'-6" 0'21/2"
0'-4" 0'-4"
0.92 0.17 1.09 Cft0.33 0.055 0.069 0.073 0.081 0.070 0.241 0.203
1.122 Cft
550.00 Cft
600.60
For Shutters Styles Top rails Lock rails Bottom rails Mounting
upper Mounting lower Pannels at top Pannels at bottom
1x 1x 1x 1x 1x 1x 1x 1x
2 1 1 1 1 1 2 2
6'-41/2" 2'-11/2" 2'-0'' 2'-1 1/2" 3'-1 1/4" 2'-8 1/2" 3'-1/2"
2'-63/4"
0'-3" 0'-3" 0'-4" 0'-4" 0'-3" 0'-4" 0'-91/2" 0'-91/2"
0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-11/4" 0'-3/5"
0'-3/5"
550.00 Cft
617.10
c For Labour charges ( SSR item No. 817 ) d S/F of fixures. M.S.
Hold fast Aldrop 300mm long ( SSR item No.162 ) Tower bolts 200mm
long (SSR item No.135) Butt hinges 125 mm long (SSR item No.148)
Handles 125mm long (SSR item No.154) Door stoppers (SSr item
No.170)
0.75
-
2 or
1.50 1.51 473.00 Sqm Sqm 90.00 104.00 27.00 48.00 46.00 0.00
315.00
714.23
1x 1x 1x 1x 1x 1x
6 15.00 1 104.00 1 27.00 3 16.00 2 23.00 1 0.00
Each Each Each Each Each Each
315.00
e Add. L.S. for transportation, rounding off etc., complete
Total:
53.07 2300.00
3
S/F of country wood windows of size 4'-0" x 4'-6" using best
country wood frame of size 21/2" x 4" and shutter with 12mm thick
prelaminated particle board & its frame with 2nd class teak
wood including cost of country wood, sal wood, partical board &
M.S. fixtures & labour charges for wrought & putup etc.,
complete a For Frame Vertical port Harozantal port
1x 1x
4 2
4'-6" 4'-0"
0'-21/2" 0'21/2"
0'-4" 0'-4"
0.56 1.25 1.805 Cft 0.005 0.017 0.021 Cft 0.780 0.780 Cft
550.00 Cft
992.75
b 2nd class teak wood Shutter frame: Horizontal Vertical
3x 3x
2 2
0.34 1.24
0.03 0.03
0.08 0.08
70018.00 Cft
1493.48
c) 12mm thick prelaminated particle board area
1x
3
0.23
-
1.13
650.00 Cft
506.81
d For Labour charges ( SSR item No. 822 )
1.20
-
1.35 or
1.62 1.62 601.00 Sqm Sqm
973.62
e S/F of 12mm dia MS bars @4" c/c ( horizontal) S/F of 12mm dia
MS bars @4" c/c ( vertical) f S/F of fixures. 1 x 12 1x 6 1.20 1.35
14.4 8.10 22.5 1.13
25.43 Kgs
36.00 Kg
915.30
Tower bolts 150mm long (SSR item No.134) Butt hinges 100 mm long
(SSR item No.142) Handles 125mm long (SSR item No.154) Wind
appliances M.S. Hold fast
1x 1x 1x 1x 1x
6 57.00 6 3 3 4 16.00 51.00 15.00 15.00
Each Each Each Each Each
342.00 96.00 153.00 45.00 60.00 696.00 Each
696.00
g Add. L.S. for transportation, rounding off etc., complete
Total:
22.04 5600.00
4
S/F of country wood windows of size 3'-0" x 3'-0" using best
country wood frame of size 21/2" x 4" and shutter with 12mm thick
prelaminated particle board & its frame with 2nd class teak
wood including cost of country wood, sal wood, partical board &
M.S. fixtures & labour charges for wrought & putup etc.,
complete a For Frame Vertical port Harozantal port
1x 1x
3 2
3'-0" 3'-0"
0'-21/2" 0'21/2"
0'-4" 0'-4"
0.42 0.62 1.038 Cft 0.005 0.007 0.012 Cft 0.400 0.400 Cft
550.00 Cft
570.90
4
b 2nd class teak wood Shutter frame: Horizontal Vertical
3x 2x
2 2
0.35 0.8
0.03 0.03
0.08 0.08
70018.00 Cft
834.96
c) 12mm thick prelaminated particle board area
1x
2
0.25
-
0.8
650.00 Cft
260.00
d For Labour charges ( SSR item No. 822 )
0.90
-
0.90 or
0.81 0.81 601.00 Sqm Sqm
486.81
e S/F of 12mm dia MS bars @4" c/c ( horizontal) 1x 9 0.90 8.10
8.10 1.13 9.15 Kgs 36.00 Kg 329.51
f S/F of fixures. Tower bolts 150mm long (SSR item No.134) Butt
hinges 100 mm long (SSR item No.142) Handles 125mm long (SSR item
No.154) Wind appliances M.S. Hold fast 1x 1x 1x 1x 1x 4 57.00 4 2 2
4 16.00 51.00 15.00 15.00 Each Each Each Each Each 228.00 64.00
102.00 30.00 60.00 484.00 Each
484.00
g Add. L.S. for transportation, rounding off etc., complete
Total:
33.82 3000.00
5
S/F of country wood windows of size 4'-0" x 3'-0" using best
country wood frame of size 21/2" x 4" and shutter with 12mm thick
prelaminated particle board & its frame with 2nd class teak
wood including cost of country wood, sal wood, partical board &
M.S. fixtures & labour charges for wrought & putup etc.,
complete a For Frame Vertical port Harozantal port
1x 1x
4 2
3'-0" 4'-0"
0'-21/2" 0'21/2"
0'-4" 0'-4"
0.55 0.83 1.385 Cft 0.005 0.011 0.015 Cft 0.552 0.552 Cft
550.00 Cft
761.75
b 2nd class teak wood Shutter frame: Horizontal Vertical
3x 2x
2 3
0.34 0.8
0.03 0.03
0.08 0.08
70018.00 Cft
1077.58
c) 12mm thick prelaminated particle board area
1x
3
0.23
-
0.80
650.00 Cft
358.80
d For Labour charges ( SSR item No. 822 )
1.20
-
0.90 or
1.08 1.08 601.00 Sqm Sqm
649.08
e S/F of 12mm dia MS bars @4" c/c ( horizontal) 1x 9 1.20 10.80
10.80 1.13 12.20 Kgs 36.00 Kg 439.34
f S/F of fixures. Tower bolts 150mm long (SSR item No.134) Butt
hinges 100 mm long (SSR item No.142) Handles 125mm long (SSR item
No.154) Wind appliances M.S. Hold fast 1x 1x 1x 1x 1x 6 57.00 6 3 3
4 16.00 51.00 15.00 15.00 Each Each Each Each Each 342.00 96.00
153.00 45.00 60.00 696.00 Each
696.00
g Add. L.S. for transportation, rounding off etc., complete
Total:
17.45 4000.00
DETAILED CUM ABSTRACT ESTIMATENAME OF THE WORK : CONSTRUCTION OF
KGBV BUILDING AT MAHABUBNAGAR.SL .N OMEASUREMENTS DESCRIPTION
LENGTHBREADTH DEPTH Earth work excavation and depositing on bank
with initial lead of 10m and initial lift of 2m in Loamy &
Clayey Soils like BC Soils, Red Earth & Ordinary Gravelly Soils
1 ( SS 20-B) including shoring, strutting, sheeting, planking and
dewatering including cost of hire charges of T & P, labour
charges etc., complete for finished item of work for Foundation of
Building.(APSS No. 308) NO.S
ESTIMATE COST Rs. 50.20 Lak
QTY
RATE
391.00 cumPlain Cement Concrete corresponding to M5 grade as per
IS 456 equivalent to (1:4:8) proportion nominal mix (cement: fine
aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from
approved quarry including cost and conveyance of all materials like
cement, sand, coarse aggregate, water etc. to site, including 2
seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labour charges such as mixing, laying
and ramming concrete in layers in position not exceeding 15cm,
finishing top surface, curing concrete, etc., complete for finished
item of work for Foundations and Flooring Bed (APSS No. 402)
731.25 10 CUM
34.00 CUMPlain Cement Concrete corresponding to M5 grade as per
IS 456 equivalent to (1:5:10) proportion nominal mix (cement: fine
aggregate: Coarse aggregate) using 40mm size HBG (SS5) metal from
approved quarry including cost and conveyance of all materials like
cement, sand, coarse aggregate, water etc. to site, including 3
seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labour charges such as mixing, laying
and ramming concrete in layers in position not exceeding 15cm,
finishing top surface, curing concrete, etc., complete for finished
item of work for Foundations and Flooring Bed (APSS No. 402)
2184.70 CUM
77.00 CUMVibrated reinforced cement concrete corresponding M20
design mix graded as per IS 456 equivalent to (1:2:4) prop: nominal
mix (Cement: fine aggregate: coarse aggregate using 20mm size HBG
(SS5) machine crushed metal from approved quarry including cost and
conveyance of all materials like cement, fine aggregate (Sand),
coarse aggregate, water etc. to site including seigniorage charges,
sales & other taxes 4 on all materials, all operational,
incidental, and labour charges such as centering, shuttering,
scaffolding, lift charges, machine mixing, laying concrete,
vibrating, curing concrete etc, complete but excluding cost of
steel and its fabrication charges for finished item of work (APSS
No.402 & 403) for Column footings
2050.90 CUM
58.10 CUMVibrated reinforced cement concrete corresponding M20
design mix grade (Cement: fine aggregate: coarse aggregate using
20mm size HBG (SS5) machine crushed metal from approved quarry
including cost and conveyance of all materials like cement, fine
aggregate (Sand), coarse aggregate, water etc. to site including
seigniorage charges, sales & other taxes on all materials, all
operational, incidental, and labour charges such as centering,
shuttering, scaffolding, lift charges, machine mixing, laying
concrete, vibrating, curing concrete etc, complete but excluding
cost of steel and its fabrication charges for finished item of work
(APSS No.402 & 403)
4471.80 CUM
5 a) Pedestals 6 b) ColumnsVibrated reinforced cement concrete
corresponding M15 grade as per IS 456 equivalent to (1:2:4) prop:
nominal mix (Cement: fine aggregate: coarse aggregate using 20mm
size HBG (SS5) machine crushed metal from approved quarry including
cost and conveyance of all materials like cement, fine aggregate
(Sand), coarse aggregate, water etc. to site including seigniorage
charges, sales & other taxes on all materials, all operational,
incidental, and labour charges such as centering, shuttering,
scaffolding, lift charges, machine mixing, laying concrete,
vibrating, curing concrete etc, complete but excluding cost of
steel and its fabrication charges for finished item of work (APSS
No.402 & 403) for Plinth Beams
10.00 31.00 CUM
4719.80 5343.80 CUM
7
32.10Page 36
4827.80
SL .N O
DESCRIPTION
NO.S
MEASUREMENTS LENGTHBREADTH DEPTH
QTY CUM
RATE CUM
8
Vibrated reinforced cement concrete corresponding M15 grade as
per IS 456 equivalent to (1:2:4) prop: nominal mix (Cement: fine
aggregate: coarse aggregate using 20mm size HBG (SS5) machine
crushed metal from approved quarry including cost and conveyance of
all materials like cement, fine aggregate (Sand), coarse aggregate,
water etc. to site including seigniorage charges, sales & other
taxes on all materials, all operational, incidental, and labour
charges such as centering, shuttering, scaffolding, lift charges,
machine mixing, laying concrete, vibrating, curing concrete etc,
complete but excluding cost of steel and its fabrication charges
for finished item of work (APSS No.402 & 403) for Roof
Beams
36.00 CUMVibrated reinforced cement concrete corresponding M15
grade as per IS 456 equivalent to (1:2:4) prop: nominal mix
(Cement: fine aggregate: coarse aggregate using 20mm size HBG (SS5)
machine crushed metal from approved quarry including cost and
conveyance of all materials like cement, fine aggregate (Sand),
coarse aggregate, water etc. to site including seigniorage charges,
sales & other taxes on all materials, all operational,
incidental, and labour charges such as centering, shuttering,
scaffolding, lift charges, machine mixing, laying concrete, v