estimate (kgbv, 20), (60.00), 12.01.09

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


444.00 1163.52 33.60 1641.12

1 Cum 240 Kgs 1 Cum

444.00 4040.00 33.60


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


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


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


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


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


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.


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.


3387.00 1932.00 247.20 225.60 175.20 175.20 FF 291.75 48.00 6.35 346.10


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).


3387.00 1932.00 247.20 225.60 175.20 175.20 FF 257.88 48.00 3.86 309.75


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


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.


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


2416.80 247.20 225.60 175.20 175.20


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.


1447.20 247.20 225.60 175.20 175.20


159.19 74.16 157.92 87.60 175.20


1932.00 247.20 225.60 175.20 175.20


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


1447.20 247.20 225.60 175.20 175.20


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


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


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


3x 2x

2 2

0.35 0.8

0.03 0.03

0.08 0.08

70018.00 Cft

834.96


1x

2

0.25

-

0.8

650.00 Cft

260.00


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


33.82 3000.00

5


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


3x 2x

2 3

0.34 0.8

0.03 0.03

0.08 0.08

70018.00 Cft

1077.58


1x

3

0.23

-

0.80

650.00 Cft

358.80


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


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

estimate (kgbv, 20), (60.00), 12.01.09

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