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1

GOVT OF KARNATAKA

ABSTRACT

S.N Description Estimate Cost1 Providing Ground Floor Estimation 19581000.00

2 Furniture Supply 1213000.00

3 Providing Drilling Borewell 181000.00

4 Providing Submersible Motar Fixing 252000.00

5 73000.00

6 86000.00

7 Providing Rain Water Harvesting 256000.00

8 Providing Sanitary and Water Supply Work 1075000.00

9 Providing Electrical Work 1620000.00

10 Supplying MS Cot and Utensils Item 244000.00

Total 24581000.00(Rupees Two Crore Forty FIve Lakhs and Eighty One Thousand Only)

CommissionerSocial Welfare Department

Govt of Karnataka

Detailed Estimate For Construction of Model Hostel Building (G+1)@ Social Welfare Deaprtment, In Karnataka

Providing Sump Tank(Corporation, BBMP andCMC Water Sump 15,000.00Ltr Capacity)

Providing Sump Tank(RWH 20,000.00Ltr Capacity)

2

25691000

GOVT OF KARNATAKA

S.N Description Unit Nos L B D Qty Rate Amount1

Proposed Detailed Estimate for Furniture Supply(Table, Wardrob, Chairs) @ Model Hostel Building, Social Welfare Department in Karnataka

Providing and Fixing of Tables using 19mm and 12mm black board with 1mm Laminated sheet including necessary fixtures etc.., complete(MR)

Ground FloorRoom -1 Sqm 1 4.00 0.75 3.00Room-2 1 4.00 0.75 3.00Room-3 1 1.60 0.75 1.20Room-4 1 4.00 0.75 3.00Warden Room 1 1.52 0.75 1.14Side Table 1 0.90 0.75 0.68Computer Room 1 4.10 0.75 3.07

1 5.16 0.75 3.87Room-5 1 4.00 0.75 3.00Room-6 1 4.00 0.75 3.00Room-7 1 2.40 0.75 1.80Library Table 1 2.44 0.90 2.20

28.9628.96 7475.00 216476.00

First FloorRoom -1 Sqm 1 2.40 0.75 1.80Room-2 1 4.00 0.75 3.00Room-3 1 4.00 0.75 3.00

1 0.80 0.75 0.60Room-4 1 4.00 0.75 3.00

1 1.60 0.75 1.20Room-5 1 4.00 0.75 3.00Room-6 1 4.00 0.75 3.00Room-7 1 4.00 0.75 3.00

1 1.60 0.75 1.20Room-8 1 4.00 0.75 3.00Room-9 1 2.40 0.75 1.80Room-10 1 3.20 0.75 2.40Room-11 1 3.37 0.75 2.53Room-12 1 4.30 0.75 3.22Room-13 1 3.20 0.75 2.40

38.15Rate Analysis 38.15 3450.00 131617.50

Water proof Plywood Sheet 8x4=32 @50 Rs=1600.00Laminated Sheet 8x4 = 32 @ 32Rs = 1024.00

Labour 10 x 82.60 = 826.001Smt =3450.00

2

Ground FloorRoom -1 Sqm 1 3.75 1.20 4.50Room-2 1 3.75 1.20 4.50Room-3 1 1.50 1.20 1.80Room-4 1 3.75 1.20 4.50Warden Room 1 0.90 2.10 1.89Room-5 1 3.75 1.20 4.50Room-6 1 3.75 1.20 4.50Room-7 1 2.25 1.20 2.70Library Racks 1 4 2.10 8.40

37.2937.29 3450.00 128650.50

First FloorRoom -1 Sqm 1 2.25 1.20 2.70Room-2 1 3.75 1.20 4.50Room-3 1 3.75 1.20 4.50Room-4 1 5.25 1.20 6.30Room-5 1 1.5 1.20 1.80

1 2.25 1.20 2.70

Providing and Fixing of Cupboards using 19mm plywood, 12mm ply, 6mm ply, MDF Sheet, 1mm Laminated sheet, Fevicol and SR, teak wood or beach wood beading, headless nais (1",1 1/2",2", 2 1/2"), Keyboard, Lock, 2" Poweder coated hinges, door cacthers, necessary fixtures etc.., complete (MR)

Room-6 1 2.25 1.20 2.70Room-7 1 5.25 1.20 6.30Room-8 1 3.75 1.20 4.50Room-9 1 2.25 1.20 2.70Room-10 1 3 1.20 3.60Room-11 1 3 1.20 3.60Room-12 1 6.75 1.20 8.10Library Racks 1 1.52 1.20 1.82

55.8255.82 7475.00 417254.50

Rate AnalysisWater proof plywood sheet 8x4x2Nos = 64sft @ 60Rs = 3840.00

Laminate Sheets 8x4x2Nos = 64sft @ 32 Rs = 2048.00SR 2kg @ 200 Rs = 400.00

Fevicol 1kg @ 180 Rs = 180.00Beach Wood beading 2.5inches 13.5ft x 85 =1147.00Beach Wood half round beeding 50sft x 20 = 1000.00

Drayar Channel 1 No x 100 = 100.00Lock 2 Nos @ 60 Rs = 120.00Inges 2 Nos @ 20 Rs = 40.00

Handles 2 Nos @ 40Rs = 80.00Key Board 1 No @ 200 Rs = 200.00

Labour 22sft @ 250Rs = 5500.00Painting = 295.00

1 Smt = 14,950.00/2 = 7475.00

3

Ground FloorCupboardRoom -1 Sqm 2 1.25 0.45 1.13

4 1.70 0.45 3.064.19

Cuborad 34x4.19 34 4.19 142.46

Table(Including Computer Table) 1 2.35 0.60 1.41Table 41x1.41 41 1.41 57.81

200.27142.46+57.81=200.27 200.27 74.24 14867.04Basic rate = 70.70Area Weightage 5% = 3.535Total Cost = 74.235/sqm

First FloorCupboardRoom -1 Sqm 2 1.25 0.45 1.13

4 1.70 0.45 3.064.19

Cuborad 63x4.19 63 4.19 263.97

Table(Including Computer Table) 1 2.35 0.60 1.41Table 63x1.41 63 1.41 88.83

352.80Basic rate = 70.70 352.80 75.81 26745.768Lifting Charges = 1.50Area Weightage 5% = 3.61Total Cost = 75.81/Sqm

4 Supplying S Type Chairs (MR)(Ground 40+First 63) Nos 103 103.00103.00 1500.00 154500.00

5

No 12 12.00 4500.00 54000.00

Providing and applying enamel metal paint two coats(excluding primming coat) overnew steel or other metal surface breshing to give an even shade after cleaning oil, grease, dirt, and other forighn matter, including cost of all materials, labours, complete as per specification.(Pg no 127-Item No 15.74)

Providing Comuter Chair Contact Value Added medium back chair with B Type Arms (Featherlite Collection OR Equivalent brand)

Total 1144111.31Administration Charges 5% 57205.57

Labour Cess 1% 11441.11Miscellaneous 242.01

Grand Total 1213000.00(Rupees Twelve Lakhs and Thirteen Thousand Only)


Govt of Karnataka

GOVT OF KARNATAKA

Proposed Detailed Estimate for Providing Drilling Borewell Work @Model Hostel Building, Social Welfare Department, in Karnataka

S.N Particulars Unit No.1 L B D Qty Rate Amount

1

No 1 1900.00 1900.00

2

0.00 to 50.00mtr Rmtr 50.00 287.00 14350.0050.00 to100.00 mtrs Rmtr 50.00 379.00 18950.00100.00 to 150.00 mtrs Rmtr 50.00 422.00 21100.00150.00 to 200.00 mtrs Rmtr 50.00 464.00 23200.00200.00 To 250.00 mtrs Rmtr 50.00 513.00 25650.00

3

Mtrs 55.00 1148.00 63140.00Casing Pipe 340sftx3.28 =1115.20

Total = 1148.00

4Nos 1.00 250.00 250.00

175mm dia bore well cap 1 nosx250.0= 250.00

Geophysical investigation of site for sinking borewell for supplying drinking water to the habitation either through the Hand pump MWS or PWSS by vertical electrical sounding by adopting Venner or Schlumbergers method including reconnaissance survey of geological formation, Geophysical investigation of existing fround water in the vicinity, its quality, quantity and acceptability of the users iniciating the location of site, recommended depth of casing pipe required to seal the top uncosolidated formtion including and extra depth of 1.00mtr in consolidated formation for proper seating of casing pipe, depth of drilling required to cover full depth of drilling required to cover full depth of aquifer proposed to be tapped, probable yield and other information required including transportation of instrument and accessaries to work site, engaging technical personal and labour required tec. PRE, P-34, I-9.4(2011-12)

Sinking Borewell of 65mm dia clear using super fast hydraulic rig of capacity 250 PSIG 7 above 900 CMF & above in al strata including over burden upto 20m fixing of casing pipes, collors and cap with necessary curring, threading and welding including transportation of rig and supporting of rig and supporing vehicle, crew charges and cost of consumables etc., complete including yeild testing at the final depth with a minimum working of compressor for one hour (excluding cost of casing pipes, collars, cap etc.,)(Page No 26-Item No 9.1, 9.1.1,9.1.2,9.1.3,9.1.4,9.1.5))

Supplying of ISI mark 175mm nominal bore, plin end steel casing pipe- grade of steel Fe 410, of wall thick ness 5.4mm thick confirming to IS 4270;2001 and latest amendments electric resistance welded stell tube material and confirming to IS 1387/1993 & manufactured by basic open hearth electric or basic oxygen process in random length of 4 to 7 mts. Both ends threaded confirming to IS 4270:2001 and the other end with screwed pipes. All pipes shell be reasonably straight should be with ISI marking, weighing 25.10kg/mtr (inclusive of all taxes and duties 0 prices include coller medum duty.(MR)

Transporattion, Loading andUnloading =10persftx3.28 = 32.80

Providing & fixing 175mm dia bore well cap medium class(MR)

5 M S casing pipe collers"B" Class Nos 9.00 200.00 1800.00collers=1Nos x200=200.00

Total 170340.00Labour Charges @ 1% 1703.40

Administration Charges 5% 8517.00Miscellaneous 439.60

Grand Total 181000.00(Rupees One Lakhs and Eighty One Thousand Only)


Govt of Karnataka

GOVT OF KARNATAKA

S.N Particulars Unit No.1 L B D Qty Rate Amount

1

No 1 1 45000.00 45000.00

2

No 1 1 10192.00 10192.00

3 Nos 1 1.00 6000.00 6000.00

4

1st Borewell Depth +Pumphouse place Mtr 260.00 160.06 41615.60Basic rate = 151.00Area Weightage 6% = 9.06.00Total Cost = 160.06/Rmt

5

1st Borewell Rmt 275.00 354.90 97597.50

Basic rate = 338.00Area Weightage 5% = 16.90Total Cost = 354.90/Each

6

Each 1.00 1567.65 1567.65


7

Each 1.00 1103.55 1103.55


Proposed Detailed Estimate for Providing Submersible Pupe Set Fixing Work @ Model Hostel Building, Social Welfare Department, in Karnataka

Supply and delivery at site brand new submersible pump set suitable for bore well of 150mm dia and having declared duty conditions as detailed below and satisfying performance characteristics for pump and motor as declared by the bureau of indian standards. The pump set should conform to IS: 8034-1976 with latest amendment and should bear ISI mark.(MR)7.5Hp 24 stage 3 phase submesible pump)

Supply and delivery of meter and panal board unit one number of MS box of size 300x120mm size fabricated out of 2mm thick sheet metal with sealable door arrangement for mounting the CTS (if any) cutous 3phase dia 4 wire energy meter and cable box complete.A transparent glass piece should be provided where the enargy meter reading could be read B. Pannal Board number of cubicle type of control panel board to operate on 50c/4000/400v(MR)

Supplying and Fixing Submersible Starter(MR)(

Supply and delivary of brand new best make PVC insulated cables of Flat 3 core (Sheathed) of nominal cross sectional Area, confirming to 694-1977 with latest amendment and ISI mark 1x3x4.00 sqmm. Electrical SR (P.No.49.1, I.No.29 c(1))

Supply & Delivery of Galvanized Mild Steel tubes Heavy class (B-Class) Conforming to IS 1239-1979 PART-1/1979 with latest amendments with ISI mark (one end fitted with ISI mark heavy duty collar and other end fitted with protective cover) 50mm dia.(Page No 93-Item No 13.6)

Supply and Delivery of Brand new best make Gate valve of 50mm dia size conforming to IS: 778-1984 with latest amendment with ISI mark, 50mm dia.(Page No 97-Item No 13.37)

Supply and Delivery of Brand new best make Non return valve of following size conforming to IS: 10805-1986 with latest amendment with ISI mark. (50mm dia)(Page No 99-Item No 13.55)

8

Each 1.00 3000.00 3000.00

9 Erection of panel board and meter board No 1.00 750.00 750.00

10 Internal Electricity to pumphouse LS 10000.00

11 KPTCL Deposits 20000.00

Total 236826.30Labour Cess @ 1% 2368.26


Grand Total 252000.00(Rupees Two lakhs and Fifty Three Thousand Only)


Govt of Karnataka

Commissoning of work of pumpset including aligning and balancing with all necessary errection of material and labour including supply and errection of two pair of supporting clamps. One bore well cap, cable clips and water tight gland cable protectors, bolts nuts,valves and gauges etc., all job including fixing sluice valve non return valve etc., and connecting deliver side of pumpset to rising main etc., complete(MR)

GOVT OF KARNATAKA


M3 1 3.00 3.00 2.44 21.9621.96 208.95 4588.54

Basic rate =199.00Area Weightage 5% = 9.95Total Cost = 208.95/Cum

2

M3 1 3.00 3.00 0.15 1.351.35 3851.40 5199.39

Basic rate =3668.00Area Weightage 5% = 183.40Total Cost =3851.40/Cum

3

Long Walls M2 2 3.00 2.59 15.54Short Walls 2 2.60 2.59 13.47

29.0129.01 672.00 19494.72

Basic rate = 640.00Area Weightage 5% = 32.00Total Cost = 672.00/Sqm

4

M2 1 10.72 2.59 27.76Ceiling 1 2.60 2.60 6.76Basic rate = 162.50 34.52Area Weightage 6% = 7.69 34.52 161.49 5574.63Total Cost = 161.49/Sqm

5

M2 1 10.72 2.59 27.76

Proposed Detailed Estimate for Construction of Sump Tank @ Model Hostel Building, Social Welfare Department in Karnataka (Corporation, BBMP andCMC Water Sump)

Earth work excavation for foundation of building, culverts, water supply sanitary lines, and electrical conduits either pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5m in depth including dressing bottom and sides of pits and trenches, stacking excavated soil clear from edges of excavation with lead up to 50m after breaking of clods complete as per specifications. (Pg No 5-Item No 2.4)

Providing and Laying in position plain cement concrete of Mix M10 with OPC Cement @220kgs with 40mm down size graded granite metal coarse aggregate 0.892cum and fine aggregate @ 0.465Cum machine mixed concrete laid in layers not exceeding 15cm thick well compacted in foundation, plinth, including cost of materilas, HOM of machineries, curing complete as per specification (page No 12-Item No 4.2)

Providing and Constructing precast concrete solid block with compressive strength not less than 35Kg/Sqm with cement mortar 1:4 masonry (quion, Jamb, Closer Blocks) with solid concrete blocks of size 40x20x20CMS confiming to IS 2185-1965 in super struture including cost of materials, labour charges, scaffolding, curing compete as per specification (Pg no 24-Item No 5.27)

Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding of corners wherever required smooth rendering, providing and removing scaffolding, including cost of all materials, labours, curing, complete as per specificatioon (Pg No 98-Ino15.16)(Inside) Extra for providing and mixing water proofing compound cement plaster work at 1kg /bag or in the recomonded by the manufactures, for cement mortar 1:3 12mm thick cost of materials complete as per specification. (Page No 98-Item No 15.23)

Providing and Fixing of Chicken Mesh and 12mm thick plastering CM 1:4 including cost of all materials, labours, curing, complete(MR)

1 2.60 2.60 6.7634.5234.52 125.00 4315.00

6

M3 1 3.00 3.00 0.15 1.351.35

Deduction For SFRC cover 1 0.60 0.60 0.15 0.051.301.30 4857.3 6314.49

Basic rate = 4626.00Area Weightage 5% = 231.30Total Cost = 4857.30/Cum

7

M2 1 3.00 3.00 9.009.00

1 0.60 0.60 0.36Basic rate = 273.00 8.64Area Weightage 5% = 13.65 8.64 286.65 2476.66Total Cost = 286.65/Sqm

8

Roof Slab Qnt 1.3 ### 1561.56 6267.45 9777.22

Basic rate = 5969.00Area Weightage 5% = 298.45Total Cost = 6267.45/Qnt

9 600x600mm SFRC Cover with Frame (MR) No 1 1 3500.00 3500.00

10Nos 1 1.00 7000.00 7000.00



Grand Total 73000.00(Rupees Seventy Three Thousand Only)

Providing and Laying in position reinforced cement concrete of design mix M20 CC 1:1.5:3 with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth Beam and ground level for roof slab, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, Roof Beam anchor hooks plain window cill, fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)

Providing & removing centering & shuttering , strutting, propping, etc.., & removal of form work for sides & soffit of Roof Slab. Beam haunching, cantiliver girder, bressumers ,lintels, not exceeding 1m in depth including cost of all materials, Labours, complete as per specification. (Pg No 15-Item No 4.34)

Providing TMT steel reinforcement for R.C.C work including Strenthening cutting, bending hooking, placing in position, lapping / or welding wherever required, tying with binding wire and anchoring to adjoining member wherever necessary complete as per design(lap and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification. (Page no 19-Item no 4.46)

Supplying and Fixing 1HP Motar ( Sump tank to Over Head Tank)


Govt of Karnataka

GOVT OF KARNATAKA


M3 1 3.40 3.40 2.44 28.2128.21 208.95 5894.48


2

M3 1 3.40 3.40 0.15 1.731.73 3851.40 6662.92

Basic rate =3668.00Area Weightage 5% = 183.40Total Cost =3851.40/Cum

3

Long Walls M2 2 3.40 2.59 17.61Short Walls 2 3.00 2.59 15.54Basic rate = 640.00 33.15Area Weightage 5% = 32.00 33.15 672.00 22276.80Total Cost = 672.00/Sqm

4

M2 1 12.00 2.59 31.08Ceiling 1 3.00 3.00 9.00

40.08Basic rate = 162.50 40.08 161.49 6472.52Area Weightage 6% = 7.69Total Cost = 161.49/Sqm

Proposed Detailed Estimate for Construction of Sump Tank @ Model Hostel Building, Social Welfare Department in Karnataka (Rain Water Harvesting)

Earth work excavation for foundation of building, culverts, water supply sanitary lines, and electrical conduits either pits or in trenches 1.5m and above in width, in ordinary soil not exceeding 1.5m in depth including dressing bottom and sides of pits and trenches, stacking excavated soil clear from edges of excavation with lead up to 50m after breaking of clods complete as per specifications. (Pg No 5-Item No 2.4)

Providing and Laying in position plain cement concrete of Mix M10 with OPC Cement @220kgs with 40mm down size graded granite metal coarse aggregate 0.892cum and fine aggregate @ 0.465Cum machine mixed concrete laid in layers not exceeding 15cm thick well compacted in foundation, plinth, including cost of materilas, HOM of machineries, curing complete as per specification (page No 12-Item No 4.2)

Providing and Constructing precast concrete solid block with compressive strength not less than 35Kg/Sqm with cement mortar 1:4 masonry (quion, Jamb, Closer Blocks) with solid concrete blocks of size 40x20x20CMS confiming to IS 2185-1965 in super struture including cost of materials, labour charges, scaffolding, curing compete as per specification (Pg no 24-Item No 5.27)

Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding of corners wherever required smooth rendering, providing and removing scaffolding, including cost of all materials, labours, curing, complete as per specificatioon (Pg No 98-Ino15.16)(Inside) Extra for providing and mixing water proofing compound cement plaster work at 1kg /bag or in the recomonded by the manufactures, for cement mortar 1:3 12mm thick cost of materials complete as per specification. (Page No 98-Item No 15.23)

5

M2 1 12.00 2.59 31.081 3.00 3.00 9.00

40.0840.08 125.00 5010.00

6

M3 1 3.40 3.40 0.15 1.731.73

Deduction For SFRC cover 1 0.60 0.60 0.15 0.051.68

Basic rate = 4626.00 1.68 4857.30 8160.26Area Weightage 5% = 231.30Total Cost = 4857.30/Cum

7

M2 1 3.40 3.40 11.5611.56

1 0.60 0.60 0.36Basic rate = 273.00 11.20Area Weightage 5% = 13.65 11.2 286.65 3210.48Total Cost = 286.65/Sqm

8

Roof Slab Qnt 1.68 120.00 201.62.016 6267.45 12635.18

Basic rate = 5969.00Area Weightage 5% = 298.45Total Cost = 6267.45/Qnt

9 600x600mm SFRC Cover with Frame (MR) No 1 1 3500.00 3500.00

10Nos 1 1.00 7000.00 7000.00



Grand Total 86000.00(Rupees Eighty Six Thousand Only)

Providing and Fixing of Chicken Mesh and 12mm thick plastering CM 1:4 including cost of all materials, labours, curing, complete(MR)


Providing & removing centering & shuttering , strutting, propping, etc.., & removal of form work for sides & soffit of Roof Slab. Beam haunching, cantiliver girder, bressumers ,lintels, not exceeding 1m in depth including cost of all materials, Labours, complete as per specification. (Pg No 15-Item No 4.34)

Providing TMT steel reinforcement for R.C.C work including Strenthening cutting, bending hooking, placing in position, lapping / or welding wherever required, tying with binding wire and anchoring to adjoining member wherever necessary complete as per design(lap and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification. (Page no 19-Item no 4.46)

Supplying and Fixing 1HP Motar ( Sump tank to Over Head Tank)


Govt of Karnataka

GOVT OF KARNATAKA

S.No Particulars Unit Nos. L B D/H Qty. Rate Amount PART -A

1

Rmt 125 125 1100.00 1375002 Rainwater Harvesting Filters:

Nos 2 2 14300.00 28600

3 Filter Guard For the Protection of Filter Unit.

Name Of Work:- PROVIDING RAIN WATER HARVESTING SYSTEM TO STORE AND RECHARGE THE GROUND WATER SOURCE AT Model Hostel Building, Social Welfare Department, in Karnataka

Rainwater Harvesting Pipeline with Fixtures and Installation:

180 mm Half Round Pipes / 110 mm & 90 mm & 75 mm Full Round Pipes These Pipes are specially Designed for Rainwater Harvesting of Tiled/ asbestos/ aluminium sheet Roofs. The End Connections are deep grooved To To connect firmly with Joint brackets to lead the Rain Water to The Rainy Filters, 75 mm & 90 mm Right angaled Adapters, 75 mm & 90 mm Shoes, 110 mm x 90 Mm Reducer Couplers, 90 x 75 MM Reducer Coupler, 75 mm & 90 mm Couplers, 90 mm RWH Tee, 75mm & 90 mm L-angular Clamp with `U' Bolts and Nuts, 75 & 90 mm C-clamps, 25 MM `C-section Channel, 180 mm Joint Brackets, Running Outlet, Stop end outlet, Short Stop end, Adjustable Rafter side Brackets, Pipe support Brackets, Twisted Clamps, 1/2" Coach Bolts, 2 1/2" Coach Bolts, 3/8" Coach bolts, wooden Gatta , Solvent Cement, Transportation Of Rainwater Harvesting Materials, ,The Half Round Pipes and Full dia Rainwater pipes Fixing Through special Fixtures , Fixing the Twisted Clamps by Special Jig welding Machine by using DG set at the site of Installation. The DG set of 15 KVA Mounted on Jeep wheel Trolley & 250 Amps Welding Set will be taken to the Spot by touing through a jeep for the Installation. Including Trenching , Civil and Masonary Work. Price per Running Meter:(SL No.PRED-B.lore-3/2010-11/6084/13-1-11)

The wall mounting self cleaning Filter should be able to take the load of variable intensity of rainfall, that is 5mm to 75mm per hour without affecting the efficiency, the filter should be able to work by gravity pressure less than 2 feet of head without consuming external source of power and sholud have the inbuilt first flush mechanism, it should be open ended at drain side and any dirt, leaves or debris sholud be autometically flush out from the drain outlet and same time filtered watre should pass through a clean water outlet. The construction of filter assembly shold be UV treated and food graded high density polythene material and withstand atmospheic temparature of 50 degree centigade, the filter cap should be easily removal and refiltered. Provision of bypass valve at delivery side to be made in the filter to divert sudden summer rains water into the drain, the filter element should be SS-304 food graded and recyclable and screen size shold be 250micrones, wall bracket should antirust.The capacity of the filter;- Covering the roof area 350 sqmtrs and discharges capacity 3.40ltr per minute.

Nos 2 2 2700.00 5400

4

Nos 2 2 1000.00 2000

PART -B

1

Basic Rate 156.00Area Wtg 5% 7.80Net Rate 163.80For RWH Well 0.785 2.00 2.00 0.30 0.94

0.94 163.80 154.00 2

Basic Rate 199.00Area Wtg 5% 9.95Net Rate 208.95For RWH Well 0.785 1.83 1.83 4.75 12.49

12.49 208.95 2,610.00 3

Basic Rate 3668Area Wtg 5% 183.40Net Rate 3851.4 0.00For RWH Well 0.785 1.83 1.83 0.15 0.39Inside well 0.785 1.52 1.52 0.15 0.27

Total 0.66 3851.40 2,542.00

Specification: Length-750 mm x width-380 mm x Height-710 mm. Mesh is Used three side: Size: 1" x 1". L -angular is used: 3/4" x 3/4" , 1" x 1" Flat is used. Bush type Hinges are used for open and closing, anti rust coating, Special paint is used for protecting the unit from atmosphric exposure.(SL No.PRED-B.lore-3/2010-11/6084/13-1-11)

fixing of rainwater filter and guard fixing by anchor bolts and nuts using electric hand drilling machine withDG set of 2 KVA installation including all lead and lift, transportation, cost of the materials, labour etc complete(SL No.PRED-B.lore-3/2010-11/6084/13-1-11)

KSRB 2-1.1 : Earthwork in surface excavation in Hard soil for levelling and lowering the ground manually ( other than foundation of buildings, culverts, road drains and trenches of pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m and lift upto 1.5m, excavated surface levelled and neatly dressed, disposed earth to be levelled after breaking of clods and neatly dressed as per specifications. specification. No. KBS 2.1(a) / 2.3.1 KPWD SR 2011-12 Page 5: Item No. 2.2

KRSB 2-2.2 Earthwork excavation for foundation of buildings, culverts, watersupply,sanitary items and electrical conduits either in pits or in trenches 1.5 M and above in width in Hard soil not exceeding 1.5m in depth including dressing the bottoms of pits and trenches stacking the excavted soil clear from edges of excavation with lead up to 50m after breaking clods complete as per specifications Specification No. KBS 2.1(a)2.3.1 KPWD SR 2011-12 Page 5: Item No. 2.4

KSRB 4-1.2 : Providing and laying in position plain cement concrete of mix M10 with OPC cement @ 220kgs, with 40mm and down size graded granite metal coarse aggregates @0.892cum and fine aggregtes @0.465cum machine mixed, machine mixed, concrete laid in layers not exceeding 15 cms. thick, well compacted, in foundation and plinth, cost of all materials, labour, HOM of machinery, curing complete as per specifications KPWD SR 2011-12 Page 12: Item No. 4.2

4

Basic Rate 4944.00Area Wtg 5% 247.20Net Rate 5191.20

1 4.75 4.754.75 5191.20 24,658.00

5

Basic Rate 178.00Area Wtg 5% 8.90 1 5.36 0.31 4.75 7.89Net Rate 186.90 Net Qty 7.89 186.90 1,475.00

6

Basic Rate 609.00Area Wtg 5% 30.45Net Rate 639.45For Internal Well Portion 1 4.71 4.75 22.37

Net Qty 22.37 639.45 14,304.00

7

SR 2011-12 Page 20: Item No. 4.55Basic Rate 519.00Area Wtg 5% 25.95Net Rate 544.95For covering Slab 0.785 1.52 1.52 1.81For Perforated Slab Inside 0.785 1.52 1.52 1.81

Net Qty 3.62 544.95 1,973.00

Providing and laying reinforced cement concrete pipe NP2 1200mm dia for culverts including pointing ends, and fixing collars with cement mortar 1:2 including cost of all materials, labour, curing complete as per specifications. Specifications. No. KSRB 1000, 2300 MOST Specification No.1000 / 2300 SR 2011-12 Page 258 Item No. 34.7.8

KSRB 2.5 : Earthwork excavation ( in deposited soil ) and filling sides of foundation upto plinth in layers not exceeding 20 cms. in depth, compacting each deposited layer by ramming after watering with all lead and lift including cost of all labour complete as per specifications. SR 2011-12 Page 6: Item No. 2.12

KSRB 10-3 : Providing and laying integral cement based waterproofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc., consisting of following application. (a) Applying and grouting a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with proprietary water proofing compound conforming to IS:2645 over the RCC slab after cleaning the surface before treatment. (b) Laying cement concrete using broken brick bats 25mm to 100mm size with 50% of cement mortar 1:5 admixed with proprietary water proofing compound conforming IS:2645 over 20mm thick layer of cement mortar 1:5admixed with roprietary water proofing compound to required slope and treating similarly the adjoining walls upto 300mm height ncluding rounding off junctions of walls and slabs. (c) After two days of proper curing, applying a second coat of cement lurry admixed with proprietary water proofing compound (d) Finishingthe surface with 20mm thick jointless cement mortar of mix 1:4 admixed with proprietary water proofing compound and finally finishing the surface with trowel and neat cement slurry and making of 300x300mm square. (e) The whole terrace so finished shall be flooded with water for a minimum period of two weeks for curing and for final test including cost of materials, labour complete as per specifications. SR 2011-12 Page 68: Item No. 10.2

Providing and casting reinforced cement concrete racks with design mix M20, granite or trap jelly 12mm and down size 5 cms thick and below with reinforcements of 6mm dia MS bars at 15 cms. Centre to centre for main reinforcement and at 30cms centre to centre for distribution including supports wherever necessary with burnt brick in CM 1:8 and plastered with CM 1:4 or composite mortar 1:6 including centring, form work, curing etc., complete (inclusive of cost of steeland fabrication charges).

8

1 1.001.00 11515.00 11,515.00

9

Unit 1 1.001.00 3250.00 3,250.00

10 Lifting of submersible pumpset PRED SR 2010-11 Page 46: Item No. 10.3.20Unit 1 1.00

1.00 850.00 850.00

11

PRED SR 2010-11 Page 46: Item No. 10.3.21Unit 1 1.00

1.00 750.00 750.00

12

1 2.00 2.002.00 1325.00 2,650.00

13

Basic Rate 64.60Area Wtg 5% 3.23 5.54Net Rate 67.83 5.54 67.83 376.00 Qty Vide Item no. 01+02-05

Total 240,607.00 Labour Cess @ 1% 2,406.07

Administration Charges 5% 12,030.35 Miscellaneous 956.58

Grand Total 256,000.00 (Rupees Two Lakhs And Fifty Six thousand Only)

Providing and fixing SS 304 "V'Wire Screen - 0.75mm slots, SS-304 0.75 Mtrs - 6" diameter with all lead, lift, loading, unloading, labour, fuel, hire charges of machineries , equipments including all incidentalcharges as per detailed specifications etc., complete and as per directions of the Enqineer in charqe of the work(MR)

Filtration Media lnstallation for lnjection Well and for Silt Trap Unit 40mm crushed stones, 20mm crushed stones, activated carbon and charcoal, gravel and sand with all lead, lift, loading, unloading, labour,fuel, hire charges of machineries, equipments including all incidentalcharges as per detailed specifications etc., complete and as per directions of the Engineer in charge of the work.(MR)

Re-erection charges of pumping machineriers including overhauling and painting

Supply of ISI 175mm nominal bore ,plain and steel pipe - grade of steel Fee 410 of wall thickness 5.4mm thick confirming to Is 427a:2901 and ratest amendments, electric resistance welded steel tube material and confinning to IS 1387/1993 and manufactured by basio open hesrth electric oi baeio oxygen process in random length of 5 to 7 mts. both ends threaded eonfirmtg to IS 554/1 985, one end fixed with sochet confirming to IS 4270:2001 and the other end with soewed pipes. All pipes shall be reasonably free from defects. The tubes shall be reasonably straight should be with ISI Marking, weighing 25.1Okg/mtr (Inclusive ofall taxes and J96 I96 durties). Prites include Collar-medium duty. PRED SR 2010-11 Page iii: Item No. 54

KSRRB M100-1 Loading and Unloading of Stone Boulder/Stone aggegates / Sand/ Kanker/ Moorum and Haulage of materials by tipper excluding cost of loading, unloading and stacking complete as per specifications upto 10km lead (2011-12 PWD SR Page No.117,Item No.17.1 and 17.5 )


Govt of Karnataka

GOVT OF KARNATAKA

Sl.N Description Unit No. Qty Rate Amount

Ground FloorAll Fitting used Supreme or Ashirvad ISISanitary Fitting

1 Prividing and Fixing Indian Closet (Hindware) Nos 4 1900.10 7600.402 Prividing and Fixing Wasin Basin Nos 7 4600.10 32200.703 Prividing and Fixing Flush wall Nos 4 1800.10 7200.404 Providing and Fixing Angle Cock Nos 7 700.10 4900.705 Providing and FixingShort body tap Nos 15 740.10 11101.506 Providing and Fixing long body tap Nos 12 790.10 9481.207 Providing and Fixing Kitchen Tap Nos 2 780.10 1560.208 Providing and Fixing Waist Coupling Nos 7 180.10 1260.709 Providing and Fixing Waist Pipe Nos 7 180.10 1260.70

10 Providing and Fixing Wash basin tap Nos 7 1700.10 11900.70

CPVC Fittings 1 Providing and Fixing 1 -1/4" Elbow Nos 30 97.13 2913.902 Providing and Fixing 1 -1/4" Tee Nos 10 124.30 1243.003 Providing and Fixing 1 -1/4" Collar Nos 16 51.70 827.204 Providing and Fixing 1 -1/4" MTA Nos 18 46.75 841.505 Providing and Fixing 1 -1/4" FTA Nos 8 91.30 730.406 Providing and Fixing 1 -1/4" Pipe Length 7 841.50 5890.507 Providing and Fixing 1 -1/2" Pipe Length 3 1178.10 3534.308 Providing and Fixing 1-1/2" Elbow Nos 20 144.76 2895.209 Providing and Fixing 1-1/2" TEE Nos 12 181.50 2178.00

10 Providing and Fixing 1-1/2" Collar Nos 10 75.35 753.5011 Providing and Fixing 1 -1/2" X 1 -1/4" R tee Nos 6 211.20 1267.2012 Providing and Fixing 3/4" Pipe Length 20 584.10 11682.0013 Providing and Fixing 3/4"Elbow Nos 50 24.31 1215.5014 Providing and Fixing 3/4"Collar Nos 15 17.05 255.7515 Providing and Fixing 3/4"Tee Nos 20 41.80 836.0016 Providing and Fixing 3/4"X 1/2" RTee Nos 15 47.96 719.4017 Providing and Fixing 3/4"X 1/2" Elbow Nos 25 25.30 632.5017 Providing and Fixing 3/4"X 1/2" Collars Nos 5 100.10 500.5018 Providing and Fixing 1"Pipe Length 9 584.10 5256.9019 Providing and Fixing 1"Elbow Nos 30 51.70 1551.0020 Providing and Fixing 1"TEE Nos 15 67.10 1006.5021 Providing and Fixing 1"Collar Nos 20 29.70 594.0022 Providing and Fixing 1" Tank Nipple Nos 4 118.80 475.2023 Providing and Fixing 1" Union Nos 8 260.70 2085.6025 Providing and Fixing 1" End Cap Nos 6 18.15 108.9026 Providing and Fixing 1-1/4" End Cap Nos 6 52.80 316.8027 Providing and Fixing 1-1/2" End Cap Nos 6 35.20 211.2028 Providing and Fixing 1/2" Plug Nos 20 9.90 198.0029 Providing and Fixing CPVC Gum 1 and Half Litre Nos 1524.60 1524.6030 Providing and Fixing 3-1/4" Clamp Nos 50 13.20 660.0031 Providing and Fixing 1" Clamp Nos 50 16.50 825.00

Detailed Estimate For Sanitary and Water Supply of Model Hostel Building @ Social Welfare Deaprtment, In Karnataka

32 Providing and Fixing 1 -1/4" Clamp Nos 30 16.50 495.0033 Providing and Fixing 1 -1/4" Union Nos 6 360.80 2164.8034 Providing and Fixing 1 -1/2" Union Nos 6 543.40 3260.4035 Providing and Fixing 1 -1/4" Tank Nipple Nos 6 190.85 1145.1036 Providing and Fixing 1 -1/2" Tank Nipple Nos 6 220.55 1323.3037 Providing and Fixing 1" MTA Nos 6 27.50 165.0038 Providing and Fixing 1 -1/2" MTA Nos 6 68.75 412.5039 Providing and Fixing 1 -1/4" MTA Nos 6 46.75 280.5040 Providing and Fixing 1" Gate wall Nos 3 475.75 1427.2541 Providing and Fixing 1 -1/4" Gate wall Nos 3 1024.10 3072.3042 Providing and Fixing 1 -1/2" Gate Wall Nos 3 1300.20 3900.60

PVC Fittings1 Providing and fixing 2 -1/2" Pipes, Ft 6 1457.50 8745.002 Providing and fixing 2 -1/2" Elbow Nos 30 110.00 3300.003 Providing and fixing 2 -1/2" Tee Nos 20 71.50 1430.004 Providing and fixing 2 -1/2" Shoe Nos 10 24.20 242.005 Providing and fixing 4" Tee Nos 8 24.20 193.606 Providing and fixing 4" Elbow Nos 25 30.80 770.007 Providing and fixing 4X2-1/2" R Collar Nos 10 275.00 2750.008 Providing and fixing 4"door tee Nos 6 202.40 1214.409 Providing and fixing 2-1/2" Tee Nos 6 130.10 780.60

10 Providing and fixing Nanitrap Nos 20 226.10 4522.0011 Providing and fixing 2-1/2" Door Elbow Nos 6 64.10 384.6012 Providing and fixing 4" Door Elbow Nos 6 68.20 409.2013 Providing and fixing PVC Solvent Lts 3 26.40 79.2014 Providing and fixing Grating Plate Nos 20 46.42 928.4015 Providing and fixing Teflon Tape Nos 25 93.50 2337.50

PVC PIPES6" PVC PIPES, 6kgf/Sqm Length 26 4087.60 106277.604" PVC Pipes Ground Floor , 6kgf/Sqm Length 20 1914.00 38280.00European Type Comode Nos 1 2750.00 2750.00Hepha Jet Nos 1 308.00 308.00Angle Cock Nos 2 660.00 1320.00Connection Pipe Nos 10 165.00 1650.00

1

6" PVC PIPES Rmt 1 159.00 0.37 0.45 26.474" PVC Pipes Ground Floor , 6kgf/Sqm 1 122 0.37 0.45 20.31

46.79Basic rate =199.00 46.79 208.95 9776.77Area Weightage 5% = 9.95Total Cost = 208.95/Cum

2

6" PVC PIPES Rmt 1 159.00 0.37 0.45 26.474" PVC Pipes Ground Floor , 6kgf/Sqm 1 122 0.37 0.45 20.31

46.7946.79 93.45 4372.53

Basic rate = 89.00Area Weightage 5% = 4.45

Earth work excavation for foundation of building, culverts, water supply sanitary lines, and electrical conduits either pits or in trenches 1.5m and above in width, in Hard soil not exceeding 1.5m in depth including dressing bottom and sides of pits and trenches, stacking excavated soil clear from edges of excavation with lead up to 50m after breaking of clods complete as per specifications. (Pg No 5-Item No 2.4)

Filling available excavated earth (excluded rock)in side of founation upto plinth in layers not exceeding 20cms In depth compacting each deposited layers by ramming after watering with lead up to 50m. And lift up to 1.5m including cost of all labours complete as per specification (Pg No 6-Item NO 2.10)

Total Cost = 93.45/Cum

3

Nos 9 9.00 6972.00 62748.00Basic rate = 6640.00Area Weightage 5% = 332.00Total Cost = 6972.00

4

Nos 14 14.00 8538.00 119532.00

MANHOLE1

Manhole 1 1.00 1.00 1.67 1.67Basic rate =199.00 1.67 208.95 348.95Area Weightage 5% = 9.95Total Cost = 208.95/Cum

2

Nos 1 1.00 15597.75 15597.75Basic rate =14855.00

KSRB 12-8.1 : Constructing brick masonry inspection chambers 600x600mm, and 450mm depth. (clear inside dimension) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover with frame (light duty) 450x450mm internal dimensions. total weight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete 1:2:4 mix 20mm and downsize granite metal, foundation concrete 1:5:10 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications. (P.71/I.11.50.1)

Constructing brick masonry inspection chambers 750x750 and 750 depth. (clear inside dimension) for single pipeline, using table moulded non-modular bricks of class designation 50 in cement mortar 1:5, C.I cover with frame (light duty) 450x450mm internal dimensions. total weight of cover with frame to be not less than 38 kg (weight of cover 23kg and weight of frame 15 kg) R.C.C. top slab with cement concrete 1:2:4 mix 20mm and downsize granite metal, foundation concrete 1:5:10 with 40mm and downsize granite metal inside plastering 12mm thick with cement mortar 1:3, finish smooth with a floating coat of cement on walls and bed concrete complete as per standard design including cost of materials, labour charges, curing complete as per specifications.(MR)


Construction brick masonry circular type manhole 0.9 m internal dia at bottom 1.67m deep, and 0.56m dia at top with table moulded non modular bricks of 50 class designation 50 in cement moratr 1:4, inside cement pl;aster 12mm thick with cement moratra 1:3, finished with a floating coat of neat cement, foundation concrete M10 using 40mm and down size granite metal and making necessry channel in cement concrete M50, with 20mm and down size granite metal finished with a floating coat of neat cement, SFRC cover and Frame (Heavy duty, HD/20 graded design designation ) 560mm internal dia confirming IS /12592, total wt covered and frame to be not less than 182 kg fixed in cement moratar 1:2:4, 20mm and down size broken granite metal, provididng and removing cenetring, shuttering, including cost of materilas, labour charges, HOM of machineries, complete as per specification (Excation, Footrests and 12mm thick cement plaster on the external surface paid superatly) (page No 72-Item No 11.38)

Area Weightage = 742.75Total Cost = 15597.75

SEWER PERCULATION PIT1

Sewer Perculation Pit Cum 1 3.04 2.44 1.80 13.35Basic rate =199.00 13.35 208.95 2789.48Area Weightage 5% = 9.95Total Cost = 208.95/Cum

3

Cum 1 3.04 2.44 0.3 2.232.23 825.30 1840.42


4

Cum 1 3.04 2.44 0.6 4.454.45 318.00 1415.10

Basic rate =300.00 300.00Area Weightage 6% = 18.00 18.00Total Cost = 318.00/Cum 318.00

5

1 cum soling =600/Cum Cum 1 3.04 2.44 0.6 4.454.45 600.00 2670.00

640mm stone aggregate Cum 1 3.04 2.44 0.15 1.1120mm stone aggregate 1 3.04 2.44 0.15 1.11

2.232.23 1500.45 3346.00


SOAK PIT

Soat Pit 1 6.63 3.00 2.5 49.7349.73 208.95 10391.08



Providing and filling sand in foundation fo sewer perculation pit required depth of subsoil including watering, ramming with all lead and lifr complete as per specification (Page No 6-Item No 2.13)

Providing andsupplying Boulders 100mm nominal down size including all materilas, labours etc.., complete(Page No I, Item No I-1)PRED SR 2011-12

Providing and supplying Soling including all materilas, labours etc.., complete(MR)

Providing,Laying, spreading and compacting stone aggregates of specific size to water bound macadam specification including spreading in uniform thichness, hand packing, rolling with 3 wheeled steel/vibratory roller 8-10 tonnes in stages to proper


3

Cum 2 6.63 0.45 2.55 15.223 2.1 0.45 2.55 7.23

22.45Basic rate = 2517.00 22.45 2642.85 59331.98Area Weightage 5% = 125.85Total Cost = 2642.85/Cum

4

Sqm 2 6.63 0.45 5.972 3 0.45 2.70

8.67Basic rate =66.00 8.67 69.30 600.83Area Weightage 5% = 3.30Total Cost = 69.30/Smq

5

Sqm 1 6.63 3 19.89Brunt Slab=1sqmt= 1776.06 19.89 1885.00 37492.65

Total =1885.00/Sqm

First FloorAll Fitting used Supreme or Ashirvad ISISanitary tap Fitting

1 Providing and Fixing Indian Closet Nos 5 1900.10 9500.502 Prividing and Fixing Wasin Basin Nos 4 4600.10 18400.403 Prividing and Fixing Flush wall Nos 5 1800.10 9000.504 Providing and Fixing Angle Cock Nos 4 700.10 2800.405 Providing and FixingShort body tap Nos 5 740.10 3700.506 Providing and Fixing long body tap Nos 8 790.10 6320.807 Providing and Fixing Waist Coupling Nos 4 180.10 720.408 Providing and Fixing Waist Pipe Nos 4 180.10 720.409 Providing and Fixing Wash basin tap Nos 4 1700.10 6800.40

10 Providing and fixing Grating Plate Nos 8 46.42 371.3611 Providing and fixing Teflon Tape Nos 10 93.50 935.00

CPVC Fittings12 Providing and Fixing 1 -1/4" Elbow Nos 10 97.13 971.3013 Providing and Fixing 1 -1/4" Tee Nos 5 124.30 621.5014 Providing and Fixing 1 -1/4" Collar Nos 5 51.70 258.5015 Providing and Fixing 1 -1/4" MTA Nos 8 46.75 374.0016 Providing and Fixing 1 -1/4" FTA Nos 8 91.30 730.4017 Providing and Fixing 1 -1/4" Pipe Length 2 841.50 1683.0018 Providing and Fixing 1-1/2" Elbow Nos 6 144.76 868.5619 Providing and Fixing 1-1/2" TEE Nos 3 181.50 544.5020 Providing and Fixing 1-1/2" Collar Nos 4 75.35 301.4021 Providing and Fixing 1 -1/4" Pipe Length 2 841.50 1683.0022 Providing and Fixing 1 -1/2" X 1 -1/4" R tee Nos 5 211.20 1056.0023 Providing and Fixing 3/4" Pipe Length 10 584.10 5841.0024 Providing and Fixing 3/4"Elbow Nos 35 24.31 850.8525 Providing and Fixing 3/4"Collar Nos 10 17.05 170.5026 Providing and Fixing 3/4"Tee Nos 15 41.80 627.00

Providing and constructing granite / Trap/basalt size stone masonry with a cement mortar1:8 stone hammer dressed in courses not less than 20cms high, bond stones @ 2m apart in each course including cost of materials, labours, curing complete as per specification (Pg No 25-Item No 5.5)

KSRB 15.1.4:Providing ruled pointing to coursed stone masonry with cement mortar 1:4 mm deep, after raking joints to depth of 20mm nicely lining, including cost of materials,labours, curing complete as per specification. Page No 96/item No. 15.4

Providing and Fixing Brunt slab 5" to 6" thick over manhole including all materilas, labours, transportation etc.., complete (MR)

Transportation, loading, unloading and fixing 108. 94

27 Providing and Fixing 3/4"X 1/2" RTee Nos 10 47.96 479.6028 Providing and Fixing 3/4"X 1/2" Elbow Nos 25 25.30 632.5029 Providing and Fixing 1/2" Plug Nos 20 9.90 198.0030 CPVC Gum 1 and Half Litre 1524.60 1524.6031 Providing and Fixing 3-1/4" Clamp Nos 20 13.20 264.0032 Providing and Fixing 1-1/4" End Cap Nos 3 52.80 158.4033 Providing and Fixing 1-1/2" End Cap Nos 3 35.20 105.60

PVC Fittings34 Providing and fixing Nanitrap Nos 9 226.10 2034.9035 Providing and fixing 2 -1/2" Pipes, Length 5 1457.50 7287.5036 Providing and fixing 2 -1/2" Elbow Nos 20 110.00 2200.0037 Providing and fixing 2 -1/2" Tee Nos 10 71.50 715.0038 6" PVC PIPES, 6kgf/Sqm Length 3 4087.60 12262.8039 Providing and fixing 4" Tee Nos 6 24.20 145.2040 Providing and fixing 4" Elbow Nos 15 30.80 462.0041 Providing and fixing 4X2-1/2" R Collar Nos 6 275.00 1650.0042 Providing and fixing 4"Shoe Nos 10 77.00 770.0043 Providing and fixing 2"Shoe Nos 10 40.00 400.0044 Providing and fixing 2-1/2" Tee Nos 6 130.10 780.6045 Providing and fixing 2-1/2" Door Elbow Nos 6 64.10 384.6046 Providing and fixing 4" Tee Nos 6 24.20 145.2047 Providing and fixing 4" Elbow Nos 6 30.80 184.8048 Providing and fixing PVC Solvent Lts 3 26.40 79.20

Total 779486.31Sanitry work and water supply Labour charges @ 30% 233845.89



Grand Total 1075000.00(Rupees Ten Lakhs and Seventy Five Thousand Only)


Govt of Karnataka

GOVT OF KARNATAKA

S. N. Description Unit Nos L B D Qty Rate. Amount.

GROUND FLOOR1 CONCEALED CONDUIT SYSTEM1

a) 19/20 mm dia 2mm thick Mtr 135 32 4320.00b) 25mm dia 2mm thick Mtr 415 41 17015.00c) 32mm dia 2.5mm thick Mtr 50 59 2950.00d) 40mm dia 2.5mm thick Mtr 20 72 1440.00

II GROOVE CUTTING SYSTEM2

a) 19/20 mm dia 2mm thick Mtr 80 43 3440.00b) 25mm dia 2mm thick Mtr 350 53 18550.00c) 32mm dia 2.5mm thick Mtr 30 68 2040.00d) 40mm dia 2.5mm thick Mtr 15 85 1275.00

3

I) Special type junction boxa) 19/20mm junction box Each 60 18 1080.00b) 25mm junction box Each 95 21 1995.00c) 32mm junction box Each 10 29 290.00II) Deep junction boxa) 19/20mm junction box Each 25 29 725.00b) 25mm junction box Each 30 32 960.00c) 32mm junction box Each 15 33 495.00

Proposed Detailed Estimate For Electrical Work @ Model Hostel Building, Social Welfare Department in Karnataka (G+1)

Supplying ……mm dia 2mm/2.5mm thick heavy gauge PVC conduit pipe with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covred using PVC end enclosures. run with 18SWG GI fish wire wherever necessary.(Ch 1, page 2, Sl no 2 )

Groove cutting in the wall supplying ….. Dia 2mm/2.5mm thick heavy gauge PVC Conduit Pipe with bends, metal junction boxes adhesive paste ete., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. ( Ch 1, page 2, Sl no 3 )

SUPPLYING AND FIXING PVC/METAL CONDUIT ACCESSORIES. ( Ch 1, page 3, Sl no 5 )

4

a) 12" x 12" x 3" (300x300x76mm) Each 4 98 392.00b) 12" x 9" x 3" (300x228x76mm) Each 8 80 640.00c) 10" x 7" x 3" (254x178x76mm) Each 27 68 1836.00d) 8" x 6" x 3" (203x152x76mm) Each 8 52 416.00e) 4" x 4" x 3" (101x101x76mm) Each 8 44 352.00

5

I Point wiring using class A Materialsa) Short point up to 3 Mts from tapping to out let via switch Point 32

1354320.00

Point 25225

5625.00

Point 135 340 45900.006

b) 6 Amps 3/5 way Each 4 106 424.00

7

I) Using Group A Materials.a) 32 Amps Flush/projected type DP Switch Each 3 145 435.00c) 16 Amps Flush type Universal socket Each 3 95 285.00

8

I) Group A. a) 1 sqmm. Mtr 900 11 9900.00c) 2.5 sqmm Mtr 720 25 18000.00d) 4 sqmm Mtr 540 32 17280.00e) 6 sqmm Mtr 180 52 9360.00f) 10 sqmm Mtr 90 90 8100.00

9

Sq. Cm 16000 0.22 3520.00

Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, necessary masonry patch work complete. ( Ch 1, page 3, Sl no 6 )

Point wiring using Copper wire without switch. ( Ch 1, page 4, Sl no 9)

Supping and wiring adopting loop system in existing PVC Conduit / casing capping using copper PVC insulated multi strand 2x1.5 Sqmm copper wire without switch, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block. complete fore each outlet.

b) Medium point above 3 Mts up to 6 Mts from tapping point to out let via switchc) Long point above 6 Mts up to 10 Mts from tapping point to out let via xwitchSupplying 6A flush/projected type socket and 6 amps flush/ projected type SP switch either surface/flush mounting in a existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required. ( Ch 1, page 6, Sl no 12)

Supply and fixing of bakelite D.P/Socket/Switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches. ( Ch 1, page 6, Sl no 14 )

Wiring for lighting/power circuit using one PVC insulated 1100v grade, multistrand Copper conductor single core cable in open or concealed system of wiring. ( Ch 1, page 9, Sl no 20 )

Supplying 4mm thick plastic sheet with necessary nitches for fixing switches regulators etc., and fixing on existing wooden or metal box using N.F. screws.(Ch 1, page 10, Sl no 22)

10

a) 20 mm dia Mtr 20 45 900.00b) 25 mm dia Mtr 20 47 940.00c) 32 mm dia Mtr 10 52 520.00

11

a) 80 mm dia Each 24 7.25 174.00b) 110 mm dia Each 78 8.75 682.50

12

Each 22 72 1584.00

13

I} 1 x 4' 20 Watts T8-LED tube with SMD3528 LEDa) Group A Each 52 2950 153400.00

14

I} 30 Watts use on 90v- 280 Volts 50Hz A C Supply Each 9 8500 76500.00

15

Each 21 195040950.00

Each 34 165056100.00

16

II} 15" Sweep (450mm)a) Group A Each 3 3300 9900.00

17

I} 48" Sweep (1200mm)a) Regular model Each 22 1800 39600.00

Supplying PVC/GI fixible conduit pipe….mm dia fixing on surface over inverted tapered wooden plugs or phill plugs or rawl plugs and clamped using heavy gauge saddles at an interval of 300mm using NF screws and the either end of the pipe terminated completely. (Ch 1, page 10, Sl no 25)

Extra for supplying and fixing 4mm thick white plastic plate and covering for junction boxes of size …….mm dia conduit using necessary machine screws. (Ch 1, page 11, Sl no 26)

Supplying and fixng metal fan box with round hook. (Ch 1, page 11, Sl no 32)

Supplying type LED tube light fitting of 4' - T8-20watts LED tube with SMD3528 LED fitting made out of M.S sheet and stove enamelled with low loss open construction, locking type brass contact holders mounted on double fold type sheet base fully wired for use on 90v- 280 Volts 50Hz A C Supply .(MR)

Supplying Pipe mounted type mirror optic luminaries for 30watts LED lamps cross rising of stove enamelled deep coloured M.S. low profile housing complete with all accessories and high purity anodized aluminum reflector assembling along with cross louvers including necessary LED Lights use on 90v- 280 Volts 50Hz A C Supply .., complete set.(MR)

Supplying LED mirror light fitting with 10watts LED with SMD3528 LED lamp, Perspes cover and completely wired for use on 90v- 280 Volts 50Hz A C Supply .. (MR)

10watts LED LAMP with SMD3528 LED use on 90v- 280 Volts 50Hz AC supply

5 watts LED Lamp with SMD3528 LED use on 90v- 280 Volts 50Hz AC supply

Supplying of 1440 rpm heavy duty exhaust fan with bracket blades suitable to operate on 230 V 50Hz, AC supply complete. (Ch 3, page 23, sl no 22)

Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system and as per technical data approved. (Ch 3, page 23, sl no 23)

18

b) Using 32mm dia G.I. pipe Each 6 685.00 4110.00

19

a) On wall/ ceiling/ Rafter/ Girders. Each 105 105 11025.00

20

Each 22 210 4620.00

20

Each 3 770 2310.00

21

d) 200 Amps Each 4 416 1664.0022

a) Up to 63 Amps b) 100 - 125 Amps1) Group A Each 1 9000 9000.00

23

c) 12 Way1) Group A Each 1 7640 7640.00

24

Supplying and Fixing of …… mm dia class A GI pipe bracket up to 2 mtrs long bent at suitable angle and fixing to this bracket 1x40/2x40 watts fluorescent tube street light fitting of all capacities to GI or CI or rail or RCC pole/ wall using suitable clamps, bolts, and nuts and wiring using suitable capacity wires complete. ( Ch 4, page 28, sl no 28)

Fixing all types and all capacities of fluorescent / false ceiling/ spot light/ CFL fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clmaps (if required). (Ch 4, page 29, sl no 7)

Fixing a ceiling / Wall mounting fan of all capacities and all types with necessary clamps and S hook made out of 15mm dia MS rod, with 5 amps ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality mounted on a suitable size wooden board and wired complete. (Ch 4, page 29, sl no 9)

Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame if required. (Ch 4, page 29, sl no 11)

Supplying and fixing HRC fuse link on existing switch fuse base as per IS-13703. (Ch 5, page 33, sl no 6)

Supplying of on load change over switches 4 poles, 415v, 50Hz, AC Supply with AC - 23 A Duty. (Ch 5, page 33, sl no 7)

Supplying and fixing regular MCCB distribution Panel confirm to IS 8828, on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixixng of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440Volts 3 phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCCB/MCB's as outgoings confirming to IS 8828. (Ch 5, page 36, sl no 11)

Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. (Ch 5, page 36, sl no 12)

a) 5 - 32 Amps SP1) Group A Each 18 195 3510.00c) 5 - 32 Amps DP Each 6 510 3060.00e)5-32 Amps TPN Each 4 1005 4020.00f) 40 - 63 Amps TPN Each 4 1495 5980.00

25

d) 63 Amps 4 pole Each 4 2865 11460.0026

d) 600x600x170mm Each 1 9755 9755.0027

b) 23/0.0075" RMt 180 5 900.0028

I Group Aa) 6 Amps SP Switch No 170 31 5270.00b) 6 Amps 2 way Switch No 4 37 148.00c) 6 Amps 3 way 5 pin Scoket No 35 41 1435.00e) 6 Amps Bakelite ceiling rose No 4 34 136.00f) 6 Amps lamps holder No 155 38 5890.00J) 16 Amps 3 way 5 pin Socket No 2 84 168.00l) 32 Amps Bakelite DP No 2 132 264.00

29 No 22 1403080.00

30

Each 4 3000 12000.00

31

I Class 'A' PVC Cablef) 3.5 core 35 sqmm Mtr 45 250 11250.00

Supplying, fixing and wiring Earth Leakage Miniature Circuit Breaker (ELMCB) 240 / 450 V up to 300mA sensitivity on existing wood/panel board. (Ch 5, page 38, sl no 14)

Energy Meter box. Supply and Installation / Fixing / Provision fo Outdoor type Thermoplastic Modular Panel enclosure with transparent Polycarbonated Lid, shock proof, Ip65 (Weather Proof), rust proof, dust proof, water proof, corrosion proof having internally Embedded gasket on both lid and flap suitable to fix Single Phase / Three Phase Energy Meter in suitable base plate and having a provision for Fuse / MCB cutout with suitable transparent hinged flap operning for operation MCB along with complete tamper proof SEALING facility. (Ch 5, page 42, sl no 40)

Supplying and replacing PVC flexible copper wire of approved make in place of deteriorated wire. (Ch 6, page 47, sl no 27)

Supplying and fixing/replacing of 6/16/32 Amps electrical accessories on existing switch board. (Ch 6, page 50, sl no 34)

Supplying and replacing ceiling fan regulator 900 mm to 1500mm. (Ch 6, page 51, sl no 38)

Supplying fixing and wiring earth electrode for grounding of lifts, transformers, DG sets etc using 40mm dia 2.9mm thick 2.5 mtr long GI pipe with Gi funnel with nesh and suitable size reducer fixed on the top of the earth electrode. The funnel should be enclosed in a CC chamber of 400x400x400mm with a cast iron cover. The earth electrode shall have staggered holes of 12mm dia and the electrode should be covered 150mm alround with alternate layers of salt and charcoal from the bottom of the CC chamber. The connection from the electrode is to be established through GI strip using GI bolts and nuts.(Ch 9, page 68, sl no 2)

Supplying of LT UG cable having aluminium conductor PVC insulated, sheathed, galvanised, steel wire/steel tap armoured cable with PVC outer shething 1.1 KV class. (Ch 9, page 68, sl no 4)

32

I In existing trench/duct.b) 25 sqmm to 75 sqmm Mtr 45 11 495.00

33

b) In hard soil Mtr 45 50 2250.0034

Mtr 35 66 2310.0035

Mtr 35 125 4375.0036

a) 40mm Mtr 15 240 3600.00

37

d) 35 Sqmm Each 1 313 313.0038

c) 32mm dia Each 1 96 96.00

39

h) 35 sqmm Long Barrel Each 10 31 310.0040

I) GI Wire c) 8 SWG Mtr 3 20 60.00

41

c) 10KVA OFF LINE UPS Four Hour back up Each 1 89000 89000.0042

b) 180 AH capacity -Tubular battery Acid batteries. Each 15 9500 142500.00

43 Rmt 130 110

14300.00

Labour charges for laying of 1.1 KV class UG cable in existing trench GI pipe/ stoneware pipe / on wall on pole as required. (Ch 9, page 69, sl no 5)

Digging of trench of 0.6m deep x 0.50 mtr wide refilling the trench to the required ground level and consolidating etc., complete. (As per Civil SR KSRB I-2, P-7). (Ch 9, page 70, sl no 6)

Providing and filling sand in excavated trench to cover already laid UG cable to a depth of 150mm alround the cable. (As per Civil SR KSRB, I-2.6, P-8). (Ch 9, page 70, sl no 7)

Providing and laying in position 100mm dia stone ware pipe in existing trench. (AS per Civil SR KSRB, I-12. 1, P-3). (Ch 9, page 70, sl no 8)

Supplying and fixing of class A (medium duty) GI pipe of wall thickness not less than 3. 25mm on pole/wall/drain crossing with necessary clamping arrangements for UG cable of 1.1 KV class. (Ch 9, page 70, sl no 9)

Supplying and fixing L.T cast Iron pot heads suitable for 1.1 KV class UG cable filled with necessary bitumen/insulating compound complete with terminals, clamps, bolts, nuts and washers etc. (Ch 9, page70, sl no 10)

Supplying and fixing of heavy duty cable glands suitable for UG cable of 1.1 KV class (metal only)

Supplying tinned copper lugs and crimping and wiring to terminal point for wire of the following sizes. (Ch 9, page 73, sl no 20)

Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc., (Ch 9, page 75, sl no 23)

Supplying, errecting, testing and commissioning of OFF-LINE UPS system suitable for operation on 230V, 50Hz, A/C supply,

with all accessories excluding batteries and wiring etc., complete. (Ch 10, page 84, sl no 17)

Supplying, installation, testing & commissioning of 12Volts….. AH batteries in poly propylene container . Low maintenance batteries, Tubular battery plate types. (Ch 10, page 85, sl no 18)

Suplying and Running of 25x3mm GI stip on parapet MS spares including interconnection as a roof conductor complete

44

Rmt 110 240 26400.00

45 Supplying and providing GI test links Nos 6 150 900.00

46

Nos 2 1500 3000.00

First FloorI CONCEALED CONDUIT SYSTEM1

a) 19/20 mm dia 2mm thick Mtr 130 130 32.00 4160.00b) 25mm dia 2mm thick Mtr 420 420 41.00 17220.00c) 32mm dia 2.5mm thick Mtr 15 15 59.00 885.00d) 40mm dia 2.5mm thick Mtr 10 10 72.00 720.00

II GROOVE CUTTING SYSTEM2

a) 19/20 mm dia 2mm thick Mtr 80 80 43.00 3440.00b) 25mm dia 2mm thick Mtr 210 210 53.00 11130.00c) 32mm dia 2.5mm thick Mtr 10 10 68.00 680.00d) 40mm dia 2.5mm thick Mtr 5 5 85.00 425.00

3

I) Special type junction boxa) 19/20mm junction box Each 30 30 18.00 540.00b) 25mm junction box Each 50 50 21.00 1050.00c) 32mm junction box Each 12 12 29.00 348.00II) Deep junction boxa) 19/20mm junction box Each 20 20 29.00 580.00b) 25mm junction box Each 65 65 32.00 2080.00c) 32mm junction box Each 10 10 33.00 330.00

4

a) 12" x 12" x 3" (300x300x76mm) Each 4 4 98.00 392.00b) 12" x 9" x 3" (300x228x76mm) Each 8 8 80.00 640.00c) 10" x 7" x 3" (254x178x76mm) Each 20 20 68.00 1360.00d) 8" x 6" x 3" (203x152x76mm) Each 6 6 52.00 312.00e) 4" x 4" x 3" (101x101x76mm) Each 4 4 44.00 176.00

5

Supplying and laying of 40x6mm GI stip including digging of strench size 0.6m deep and 0.5m wide refilling the trench to the required ground level and consolidating complete in odinary soil.

Supplying and providing of copper spare on 25mm dia 450mm dia long copper tube including all fixing materials required complete.

Supplying ……mm dia 2mm/2.5mm thick heavy gauge PVC conduit pipe with suitable size bends, metal/PVC junction boxes adhesive paste etc., and running before concreting the slab. The conduit should be tied to the reinforcement rods by using binding wires and unused ways of junction boxes and pipes ends should be covred using PVC end enclosures. run with 18SWG GI fish wire wherever necessary. ( Ch 1, page 2, Sl no 2 )

Groove cutting in the wall supplying ….. Dia 2mm/2.5mm thick heavy gauge PVC Conduit Pipe with bends, metal junction boxes adhesive paste ete., and bracing U or J hooks and cement plastering up to the surface of the brick level and run with 18 SWG GI fish wire run through out the conduit wherever necessary. ( Ch 1, page 2, Sl no 3 )

SUPPLYING AND FIXING PVC/METAL CONDUIT ACCESSORIES. ( Ch 1, page 3, Sl no 5 )

Supplying and flush mounting teak wooden box without front plank, made of not less than 12mm thick wood, after due groove cutting, necessary masonry patch work complete. ( Ch 1, page 3, Sl no 6 )

Point wiring using Copper wire with switch. ( Ch 1, page 3, Sl no 8)

I Point wiring using class A Materialsa) Short point up to 3 Mts from tapping to out let via switch Point 22 22 175.00 3850.00

Point 43 43 260.00 11180.00

Point 73 73 368.00 26864.006

b) 6 Amps 3/5 way Each 3 3 106.00 318.00

7

I) Using Group A Materials.a) 32 Amps Flush/projected type DP Switch Each 5 5 145.00 725.00c) 16 Amps Flush type Universal socket Each 5 5 95.00 475.00

8

I) Group A. a) 1 sqmm. Mtr 1080 1080 11.00 11880.00c) 2.5 sqmm Mtr 540 540 25.00 13500.00d) 4 sqmm Mtr 550 550 32.00 17600.00e) 6 sqmm Mtr 45 45 52.00 2340.00f) 10 sqmm Mtr 20 20 90.00 1800.00

9

Sq. Cm 15113 15113 0.22 3324.86

10

a) 80 mm dia Each 25 25 7.25 181.25b) 110 mm dia Each 80 80 8.75 700.00

11

Each 26 26 72.00 1872.00

12

I} 1 x 4' 20 Watts LED tube with SMD3528 LEDa) Group A Each 56 56 2850 159600.00

Suppling and wiring adopting loop system in existing PVC Conduit/casing capping using cooper PVC insulated multi strand 2 x 1.5 Sqmm copper wire with a 6 amps flush type SP control switch shall be fixed on the existing plastic sheet/gang box, the other end of the wires shall be terminated with sufficient loose length in a wood/PVC round block complete for each outlet.

b) Medium point above 3 Mts up to 6 Mts from tapping point to out let via switchc) Long point above 6 Mts up to 10 Mts from tapping point to out let via xwitchSupplying 6A flush/projected type socket and 6 amps flush/ projected type SP switch either surface/flush mounting in a existing gang box or in a 4mm thick plastic sheet and fixing over a flush mounted wooden box and wiring using necessary capacity wires as required. ( Ch 1, page 6, Sl no 12)

Supply and fixing of bakelite D.P/Socket/Switch with/without neon indicator over existing wood board or flush mounting in plastic plates/nitches. ( Ch 1, page 6, Sl no 14 )

Wiring for lighting/power circuit using one PVC insulated 1100v grade, multistrand Copper conductor single core cable in open or concealed system of wiring. ( Ch 1, page 9, Sl no 20 )

Supplying 4mm thick plastic sheet with necessary nitches for fixing switches regulators etc., and fixing on existing wooden or metal box using N.F. screws.(Ch 1, page 10, Sl no 22)

Extra for supplying and fixing 4mm thick white plastic plate and covering for junction boxes of size …….mm dia conduit using necessary machine screws. (Ch 1, page 11, Sl no 26)

Supplying and fixng metal fan box with round hook. (Ch 1, page 11, Sl no 32)

Supplying type LED tube light fitting of 4' - T8-20watts LED tube with SMD3528 LED fitting made out of M.S sheet and stove enamelled with low loss open construction, locking type brass contact holders mounted on double fold type sheet base fully wired for use on 90v- 280 Volts 50Hz A C Supply .(MR)

13

Each 23 23 195044850

each 62 62 1650102300

14

II} 15" Sweep (450mm)a) Group A Each 2 2 3300.00 6600.00

15

I} 48" Sweep (1200mm)a) Regular model Each 26 26 1800.00 46800.00

16

a) On wall/ ceiling/ Rafter/ Girders. Each 113 113 105.00 11865.00

17

Each 26 26 210.00 5460.00

17

Each 2 2 770.00 1540.00

18

c) 12 Way1) Group A Each 1 1 7640.00 7640.00

19

a) 5 - 32 Amps SP1) Group A Each 18 18 195.00 3510.00c) 5 - 32 Amps DP Each 6 6 510.00 3060.00

Supplying LED mirror light fitting with 10watts SMD3528 LED lamp, Perspes cover and completely wired for use on 90v- 280 Volts 50Hz AC supply. (MR)

10watts SMD3528 LED LAMP use on 90v- 280 Volts 50Hz AC supply5 watts SMD3528 LED LAMP use on 90v- 280 Volts 50Hz AC supply

Supplying of 1440 rpm heavy duty exhaust fan with bracket blades suitable to operate on 230 V 50Hz, AC supply complete. (Ch 3, page 23, sl no 22)

Supplying capacitor type ceiling fan complete with down rod blades, shackle, canopies etc., for operation on 230 volts, 50 cycles. Single phase AC supply conforming to ISS-374-1979 and with double ball bearing system and as per technical data approved. (Ch 3, page 23, sl no 23)

Fixing all types and all capacities of fluorescent / false ceiling/ spot light/ CFL fittings indoor on the wall / ceiling / rafters / girders using 23/0.0076" twin twisted PVC insulated wires, required Nos of round blocks and clmaps (if required). (Ch 4, page 29, sl no 7)

Fixing a ceiling / Wall mounting fan of all capacities and all types with necessary clamps and S hook made out of 15mm dia MS rod, with 5 amps ceiling rose of approved quality with necessary length of 23 / 0.0076 inch PVC insulated twin twisted wire of approved quality mounted on a suitable size wooden board and wired complete. (Ch 4, page 29, sl no 9)

Fixing one exhaust fan after making a suitable nitch in the wall and finishing with cement mortar and colouring to match the existing wall or brackets with bolts and nuts and a 5 amps, ceiling rose with sufficient length of 23 / 0.0076 inch PVC insulated twin core wire of approved make with wire mesh and wooden frame if required. (Ch 4, page 29, sl no 11)

Supplying and fixing regular MCCB distribution Panel confirm to IS 8828, on wall / wood board / flush mounting using required clamps, bolts, nuts etc., with provision for fixixng of suitable type capacity MCCB's as an incomer for 3 phase Double door with necessary bus bar completely wired to use on 440Volts 3 phase 4 wire powder coated painting etc., complete with a provision for fixing of single/three phase suitable capacity MCCB/MCB's as outgoings confirming to IS 8828. (Ch 5, page 36, sl no 11)

Supplying and fixing miniature circuit breakers on existing MCB distribution boards using necessary fixing materials and 'C' Type curve, indicator ON/OFF, energy cross-3 with Short circuit breaking capacity of 10K and complete wiring as required. (Ch 5, page 36, sl no 12)

e)5-32 Amps TPN Each 1 1 1005.00 1005.00

20

b) 23/0.0075" RMt 180 180 5.00 900.00

21

I Group Aa) 6 Amps SP Switch No 175 175 31.00 5425.00b) 6 Amps 2 way Switch No 4 4 37.00 148.00c) 6 Amps 3 way 5 pin Scoket No 25 25 41.00 1025.00e) 6 Amps Bakelite ceiling rose No 2 2 34.00 68.00f) 6 Amps lamps holder No 120 120 38.00 4560.00J) 16 Amps 3 way 5 pin Socket No 6 6 84.00 504.00l) 32 Amps Bakelite DP No 6 6 132.00 792.00

22

No 26 26 140.00 3640.00

23

I) GI Wirec) 8 SWG Mtr 20 20 20.00 400.00



Grand Total 1620000.00(Rupees Sixteen Lakhs and Twenty Thousand Only)


Govt of Karnataka

Supplying and replacing PVC flexible copper wire of approved make in place of deteriorated wire. (Ch 6, page 47, sl no 27)

Supplying and fixing/replacing of 6/16/32 Amps electrical accessories on existing switch board. (Ch 6, page 50, sl no 34)

Supplying and replacing ceiling fan regulator 900 mm to 1500mm. (Ch 6, page 51, sl no 38)

Supplying and running GI/Copper conductor for grounding and (along with other wires in conduit system of wiring) using necessary suitable size clamps, nails, guttas/spacers etc., (Ch 9, page 75, sl no 23)

GOVT OF KARNATAKA

S. N. Description Unit Nos L B D Qty Rate. Amount.1

Nos 30 30 6000.00 180000.00

2 Supply and Fixing Steel Plate including all labour chrages etc.., Nos 35 35 225.00 7875.00

3Nos 35 35 75.00 2625.00

4KG 5 7.5 37.50

37.50 350.00 13125.00

5Nos 1 5 5.00

5.00 350.00 1750.00

6Nos 10 10.00 750.00 7500.00

7Nos 12 12.00 250.00 3000.00

Big Size spoons including all labour chrages etc.., Nos 3 3 1000 3000.00

8Nos 1 1 2500 2500.00

9Nos 1 1 5000 5000.00

10 Supplying and Fixing Jalra including all labour chrages etc.., Nos 1 1 500 500.00

11Nos 1 1 150 150.00

12Set 1 1 500 500.00

13

Medium Size Nos 1 1 1000 1000.00Large size 1 1 1500 1500.00



Grand Total 244000.00

Detailed Estimate For MS Cot and Utencils item of Model Hostel Building Ground Floor @ Social Welfare Deaprtment, In Karnataka

Supplying and Fixing MS Cot, coir bed, one pillow and 2 nos bed sheet including all labour chrages etc..,

Supply and Fixing Steel Gkass including all labour chrages etc..,

Supplying and Fixing Cooking Vessels including all labour chrages etc..,

Supplying and fixing Big Size Plate including all labour chrages etc..,

Supplying and Fixing Steel Bucket including all labour chrages etc..,

Supplying and Fixing Medeium size spoons including all labour chrages etc..,

Supplying and Fixing Dosa thava including all labour chrages etc..,

Supplying and Fixing Idly Cookker including all labour chrages etc..,

Supplying and ixing Non stick Spoons including all labour chrages etc..,

Supplying and Fixing Kniefs Set including all labour chrages etc..,

Supplying and Fixing Cooking Vessels (bandly) including all labour chrages etc..,

S. N. Description Unit Nos L B D Qty Rate. Amount.(Rupees Two lakhs and Forty Four Thousand Only)


Govt of Karnataka

1213000 0.0000

181000 0.00

260000 4,000.00

1075000 0.00

1620000 0.00

GOVT OF KARNATAKA

(G+1)-SBC 150KN/Sqmm Bellary Circle PWD SR Rates-2011-12S.no Particulars Unit. Nos L B D Qty Rate.

1

Cum 1 39.89 26.41 0.23 242.30Basic rate =111.00 242.30 116.55Area Weightage 5% = 5.55Total Cost = 116.55Smt

2

Ground FloorF1 Cum. 4 1.95 2.05 1.50 23.98F2 7 2.20 2.45 1.50 56.60F3 4 2.00 2.25 1.50 27.00F4 1 2.60 2.95 1.50 11.51

CF1 1 3.70 4.55 1.50 25.25F5 12 2.55 2.70 1.50 123.93F6 3 2.55 2.70 1.50 30.98F7 11 1.85 2.10 1.50 64.10F8 12 1.55 1.55 1.50 43.25

F8A 2 2.05 2.05 1.50 12.61F9 9 2.05 2.20 1.50 60.89

F10 4 2.20 2.35 1.50 31.02Wall 2 39.89 0.75 0.55 32.91

2 21.41 0.75 0.55 17.662 4.50 0.75 0.55 3.711 7.05 0.75 0.55 2.912 16.90 0.75 0.55 13.942 9.01 0.75 0.55 7.43


Earthwork in surface excavtion in ordinary soil for lowelling and lowering the groun manual (other than foundation of building, culvert, Roads, trenches and pipe lines and cables ) and removing the excavated stuff to a distance not exceeding 50m and lift up to 1.5m excavated surface levelled to neately dressed, disposed earth to be levelled after breaking the clods and neatly dressed as per specification (Page No 5-Item No 2.1)

Earth work excavation for foundation of building, culverts, water supply sanitary lines, and electrical conduits either pits or in trenches 1.5m and above in width, in Hard soil not exceeding 1.5m in depth including dressing bottom and sides of pits and trenches, stacking excavated soil clear from edges of excavation with lead up to 50m after breaking of clods complete as per specifications.(Pg No 5-Item No 2.4)

S.no Particulars Unit. Nos L B D Qty Rate.Toilet 1 6.50 0.75 0.55 2.68

1 3.90 0.45 0.55 0.97washing Area 1 4.53 0.75 0.55 1.87

1 5.20 0.75 0.55 2.15Stub 3 0.75 0.75 0.75 1.27

Steps and Ramp 2 4.50 0.45 0.45 1.821 7.87 0.45 0.45 1.591 1.00 0.45 0.45 0.20

602.22Deduction

F1 4X0.5 1.95 0.75 0.55 1.61F2 7 2.20 0.75 0.55 6.35F3 4 2.00 0.75 0.55 3.30F5 4 2.55 0.75 0.55 4.21F7 9 1.85 0.75 0.55 6.87F9 4 2.05 0.75 0.55 3.38

F10 2 2.20 0.75 0.55 1.82F8 12 1.55 0.75 0.55 7.67

F8A 2 2.05 0.75 0.55 1.6936.90

602.22-36.90=565.33 565.33Basic rate =199.00 565.33 208.95Area Weightage 5% = 9.95Total Cost = 208.95/Cum

3


CF1 1 3.70 4.55 0.10 1.68F5 12 2.55 2.70 0.10 8.26F6 3 2.55 2.70 0.10 2.07F7 11 1.85 2.10 0.10 4.27F8 12 1.55 1.55 0.10 2.88

F8A 2 2.05 2.05 0.10 0.84F9 9 2.05 2.20 0.10 4.06

F10 4 2.20 2.35 0.10 2.07Wall 2 39.89 0.75 0.10 5.98

2 21.41 0.75 0.10 3.212 4.50 0.75 0.10 0.681 7.05 0.75 0.10 0.532 16.90 0.75 0.10 2.542 9.01 0.75 0.10 1.35

Toilet 1 6.50 0.75 0.10 0.491 3.90 0.45 0.10 0.18

washing Area 1 4.53 0.75 0.10 0.341 5.20 0.75 0.10 0.39

Stub 3 0.75 0.75 0.10 0.17Steps and Ramp 2 4.50 0.45 0.10 0.41

1 7.87 0.45 0.10 0.351 1.00 0.45 0.10 0.05

Gas Platform 1 0.90 1.78 0.10 0.0950.81

Floor Bed 1 39.86 21.41 0.10 85.341 7.03 4.50 0.10 3.16

88.50Deduction

Providing and Laying in position plain cement concrete of Mix M10 CC 1:3:6with OPC Cement @220kgs with 40mm down size graded granite metal coarse aggregate 0.892cum and fine aggregate @ 0.465Cum machine mixed concrete laid in layers not exceeding 15cm thick well compacted in foundation, plinth, including cost of materilas, HOM of machineries, curing complete as per specification (page No 12-Item No 4.2)

S.no Particulars Unit. Nos L B D Qty Rate.Open to sky 1 16.90 9.01 0.10 15.23

73.2888.50-15.23=73.28 124.0950.81+73.28=124.09 124.09 3851.40Basic rate =3668.00Area Weightage 5% = 183.40Total Cost =3851.40/Cum

4

Ground FloorStage Cum 1 9.01 4.00 0.10 3.60

Gas Platform 1 0.90 1.78 0.10 0.163.76

Basic rate = 4346.00 3.76 4563.30Area Weightage 5% = 217.30Total Cost = 4563.30/Cum

5


CF1 1 3.50 4.35 0.75 11.42F5 12 2.35 2.50 0.55 38.78F6 3 2.35 2.50 0.55 9.69F7 11 1.65 1.90 0.4 13.79F8 12 1.35 1.35 0.35 7.65

F8A 2 1.85 1.85 0.425 2.91F9 9 1.85 2.00 0.425 14.15

F10 4 2.00 2.15 0.45 7.74136.09136.09 4857.3


6

Ground Floor

Providing and Laying in position plain cement concrete of Mix M20 (CC 1:1.5:3) with OPC Cement @300kgs wit 20mm down size graded granite metal coarse aggregate 0.64cum and fine aggregate @ 0.43Cum with superplastisiser @ 3 its confirming to IS 9103 -1999 refirmed 2008 machine mixed concrete laid in layers not exceeding 15cm thick well compacted in foundation, plinth, cills including cost of materilas, HOM of machineries, curing complete as per specification (page No 12-Item No 4.5)

Providing and Laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground level for roof slab, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column footing , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, anchor hooks plain window cill, fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)

Providing and removing a centering, shuttering, strutting, propping etc.., and removal of form work for a foundation footing bases of column for mass concrete including cost of all materials, labours, complete as per specificatons(Pg No 16-Item No 4.28)

S.no Particulars Unit. Nos L B D Qty Rate.F1 Sqm 4 7.20 0.40 11.52F2 7 8.50 0.45 26.78F3 4 7.70 0.45 13.86F4 1 10.30 0.60 6.18

CF1 1 15.70 0.75 11.77F5 12 9.70 0.55 64.02F6 3 9.70 0.55 16.01F7 11 7.10 0.40 31.24F8 12 5.40 0.35 22.68

F8A 2 7.40 0.43 6.29F9 9 7.70 0.43 29.45

F10 4 8.30 0.45 14.94254.74254.74 199.5


7

Ground FloorC1 Cum. 4 0.20 0.45 5.60 2.02C2 7 0.20 0.45 5.60 3.53C3 4 0.20 0.45 5.60 2.02C4 3 0.20 0.60 5.60 2.02C5 12 0.20 0.45 5.60 6.05C6 3 0.20 0.60 5.60 2.02C7 11 0.20 0.38 5.60 4.68C8 12 3.14x0.20x0.2/4 5.60 2.45

C8A 2 3.14x0.3x0.3/4 5.60 0.92C9 9 0.20 0.38 5.60 3.83

C10 4 0.20 0.38 5.60 1.7031.22

DeductionFooting

C1 4 0.20 0.45 0.40 0.14C2 7 0.20 0.45 0.45 0.28C3 4 0.20 0.45 0.45 0.16C4 1 0.20 0.60 0.60 0.07C4 2 0.20 0.60 0.75 0.18C5 12 0.20 0.45 0.55 0.59C6 3 0.20 0.60 0.55 0.20C7 11 0.20 0.38 0.40 0.33C8 12 3.14x0.20x0.2/4 0.35 0.13

C8A 2 3.14x0.3x0.3/4 0.43 0.06C9 9 0.20 0.38 0.43 0.29

C10 4 0.20 0.38 0.45 0.14

Plinth Beam, Lintel, Roof Beam

Providing and Laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground level for roof slab, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, anchor hooks plain window cill, fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)

S.no Particulars Unit. Nos L B D Qty Rate.C1 4 0.20 0.45 0.95 0.34C2 7 0.20 0.45 0.95 0.60C3 4 0.20 0.45 0.95 0.34C4 1 0.20 0.60 1.10 0.13C4 2 0.20 0.60 1.10 0.26C5 12 0.20 0.45 0.95 1.03C6 3 0.20 0.60 0.95 0.34C7 11 0.20 0.38 0.95 0.79C8 12 3.14x0.20x0.2/4 0.75 0.28

C8A 2 3.14x0.3x0.3/4 0.75 0.28C9 9 0.20 0.38 0.95 0.65

C10 4 0.20 0.38 0.95 0.297.93

31.22-7.93=23.29 23.2923.29 4857.3


First FloorC1 Cum. 4 0.20 0.45 4.35 1.57C2 7 0.20 0.45 4.35 2.74C3 4 0.20 0.45 4.35 1.57C4 3 0.20 0.60 4.35 1.57C5 12 0.20 0.45 4.35 4.70C6 3 0.20 0.60 4.35 1.57C7 11 0.20 0.38 4.35 3.64C8 12 3.14x0.20x0.2/4 4.35 1.64C9 9 0.20 0.38 4.35 2.98

C10 4 0.20 0.38 4.35 1.3223.28

Deduction Lintel Roof Beam

C1 4 0.20 0.45 0.65 0.23C2 7 0.20 0.45 0.65 0.41C3 4 0.20 0.45 0.65 0.23C4 1 0.20 0.60 0.80 0.10C4 2 0.20 0.60 0.80 0.19C5 12 0.20 0.45 0.65 0.70C6 3 0.20 0.60 0.65 0.23C7 11 0.20 0.38 0.65 0.54C8 12 3.14x0.20x0.2/4 0.45 0.17C9 9 0.20 0.38 0.65 0.44

C10 4 0.20 0.38 0.65 0.203.46

23.28-3.46=19.82 19.8219.82 4909.8

Basic rate = 4626.00Lifting Charges = 50.00Area Weightage 5% = 233.80Total Cost = 4909.80/Cum

8

Ground FloorC1 Sqm 4 1.30 5.60 29.12C2 7 1.30 5.60 50.96C3 4 1.30 5.60 29.12C4 3 1.60 5.60 26.88C5 12 1.30 5.60 87.36

Providing and removing centering, shuttering, strutting, propping, etc.., for columns, pillars, piers, abutment, post and struts, square / rectangular /poltgon in plan including cost of all materials, labour complete as per specification. (Page no 17-Item no 4.32)

S.no Particulars Unit. Nos L B D Qty Rate.C6 3 1.60 5.60 26.88C7 11 1.16 5.60 71.46C8 12 0.62 5.60 41.66

C8A 2 0.94 5.60 10.53C9 9 1.16 5.60 58.46

C10 4 1.16 5.60 25.98458.42

DeductionFooting

C1 4 1.30 0.40 2.08C2 7 1.30 0.45 4.10C3 4 1.30 0.45 2.34C4 1 1.60 0.60 0.96C4 2 1.60 0.75 2.40C5 12 1.30 0.55 8.58C6 3 1.60 0.55 2.64C7 11 1.16 0.40 5.10C8 12 0.62 0.35 2.60

C8A 2 0.94 0.43 0.80C9 9 1.16 0.43 4.44

C10 4 1.16 0.45 2.09

Plinth Beam, Lintel, Roof BeamC1 4 1.30 0.95 4.94C2 7 1.30 0.95 8.65C3 4 1.30 0.95 4.94C4 1 1.60 1.10 1.76C4 2 1.60 1.10 3.52C5 12 1.30 0.95 14.82C6 3 1.60 0.95 4.56C7 11 1.16 0.95 12.12C8 12 0.62 0.75 5.58

C8A 2 0.94 0.75 1.41C9 9 1.16 0.95 9.92

C10 4 1.16 0.95 4.41458.42-114.75=343.67 114.75

343.67Basic rate = 291.00 343.67 305.55Area Weightage 5% = 14.55Total Cost = 305.55/Sqm

First FloorC1 Sqm 4 1.30 4.35 22.62C2 7 1.30 4.35 39.58C3 4 1.30 4.35 22.62C4 3 1.60 4.35 20.88C5 12 1.30 4.35 67.86C6 3 1.60 4.35 20.88C7 11 1.16 4.35 55.51C8 12 0.62 4.35 32.36C9 9 1.16 4.35 45.41

C10 4 1.16 4.35 20.18347.91

Deduction Lintel Roof Beam

C1 Sqm 4 1.30 0.65 3.38C2 7 1.30 0.65 5.92C3 4 1.30 0.65 3.38C4 1 1.60 0.80 1.28C4 2 1.60 0.80 2.56C5 12 1.30 0.65 10.14

S.no Particulars Unit. Nos L B D Qty Rate.C6 3 1.60 0.65 3.12C7 11 1.16 0.65 8.29C8 12 0.62 0.45 3.35C9 9 1.16 0.65 6.79

C10 4 1.16 0.65 3.0251.22

347.91-51.22=296.69 296.69296.69 326.55

Basic rate = 291.00Lifting Charges = 20.00Area Weightage 5% = 15.50Total Cost = 326.55/Sqm

9

Ground FloorCum. 1 39.86 0.20 0.30 2.39

2 21.41 0.20 0.30 2.572 12.94 0.20 0.38 1.971 8.47 0.20 0.38 0.641 8.47 0.20 0.30 0.517 4.40 0.20 0.30 1.851 11.17 0.20 0.30 0.671 1.24 0.20 0.38 0.092 4.50 0.30 0.38 1.031 7.87 0.30 0.38 0.902 16.90 0.20 0.30 2.032 9.01 0.20 0.30 1.081 6.30 0.20 0.30 0.381 14.10 0.20 0.30 0.851 4.73 0.20 0.30 0.281 25.59 0.20 0.30 1.541 18.86 0.20 0.30 1.133 4.40 0.20 0.30 0.79

20.69Basic rate = 4626.00 20.69 4857.3Area Weightage 5% = 231.30Total Cost = 4857.30/Cum

10

Ground FloorSqm 1 39.86 0.60 23.92

2 21.41 0.60 25.692 12.94 0.76 19.671 8.47 0.76 6.441 8.47 0.60 5.08

Providing and Laying in position reinforced cement concrete of design mix M20 (CC 1:1.5:3)with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth Beam and ground level for roof slab, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, anchor hooks plain window cill, fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)

Providing & removing centering & shuttering , strutting, propping, etc.., & removal of form work for sides & soffit of Plinth beams. Beam haunching, cantiliver girder, bressumers,lintels, not exceeding 1m in depth including cost of all materials, Labours, complete as per specification.(Pg No 17-Item No 4.31)

S.no Particulars Unit. Nos L B D Qty Rate.7 4.40 0.60 18.481 11.17 0.60 6.701 1.24 0.76 0.942 4.50 0.76 6.841 7.87 0.76 5.982 16.90 0.60 20.282 9.01 0.60 10.811 6.30 0.60 3.781 14.10 0.60 8.461 4.73 0.60 2.841 25.59 0.60 15.351 18.86 0.60 11.323 4.40 0.60 7.92

200.50Basic rate = 233.00 200.50 244.65Area Weightage 5% = 11.65Total Cost = 244.65/Sqm

11

Ground FloorCum 2 39.89 0.25 0.10 1.99

2 21.41 0.25 0.10 1.072 4.50 0.25 0.10 0.231 7.87 0.25 0.10 0.202 16.90 0.25 0.10 0.852 9.01 0.25 0.10 0.45

Toilet 1 6.50 0.25 0.10 0.161 3.90 0.25 0.10 0.10

washing Area 1 4.53 0.25 0.10 0.111 5.20 0.25 0.10 0.13

Stub 3 0.75 0.25 0.10 0.06Wahing Stone support walls 6 0.60 0.25 0.10 0.09

stage 1 9.01 0.25 0.10 0.235.665.66 4047.75


12

Ground FloorF1 4X0.5 1.95 0.60 0.20 0.47F2 7 2.20 0.60 0.20 1.85F3 4 2.00 0.60 0.20 0.96F5 4 2.55 0.60 0.20 1.22F7 9 1.85 0.60 0.20 2.00F9 4 2.05 0.60 0.20 0.98

F10 2 2.20 0.60 0.20 0.53F8 12 1.55 0.60 0.20 2.23

F8A 2 2.05 0.60 0.20 0.492 39.89 0.60 0.45 21.542 21.41 0.60 0.45 11.562 4.50 0.60 0.45 2.43

Providing and Laying in position plain cement concrete of Mix M10 (CC 1:3:6) with OPC Cement @200kgs with 20mm down size graded granite metal coarse aggregate 0.84cum and fine aggregate @ 0.56Cum with superplastisiser @ 3 its confirming to IS 9103 -1999 refirmed 2008 machine mixed concrete laid in layers not exceeding 15cm thick well compacted in foundation, plinth, cills including cost of materilas, HOM of machineries, curing complete as per specification (page No 13-Item No 4.7)

DPC 1st step Wall

Providing and constructing granite / Trap/basalt size stone masonry with a cement mortar1:8 stone hammer dressed in courses not less than 20cms high, bond stones @ 2m apart in each course including cost of materials, labours, curing complete as per specification (Pg No 25-Item No 5.5)

1st step Wall

S.no Particulars Unit. Nos L B D Qty Rate.1 7.87 0.60 0.45 2.122 16.90 0.60 0.45 9.132 9.01 0.60 0.45 4.87

Toilet 1 6.50 0.60 0.45 1.761 3.90 0.60 0.45 1.05

washing Area 1 4.53 0.60 0.45 1.221 5.20 0.60 0.30 0.94

Stub 3 0.75 0.60 0.60 0.81Steps and Ramp 2 4.50 0.45 0.45 1.82

1 7.87 0.45 0.45 1.591 1.00 0.45 0.45 0.20

Stage 1 9.01 0.60 0.20 1.0872.8672.86 2642.85


13

Ground FloorCum 2 39.89 0.45 0.45 16.16

2 21.41 0.45 0.45 8.672 4.50 0.45 0.45 1.821 7.87 0.45 0.45 1.592 16.90 0.45 0.45 6.842 9.01 0.45 0.45 3.65

Toilet 1 6.50 0.45 0.45 1.321 3.90 0.45 0.45 0.79

washing Area 1 4.53 0.45 0.45 0.921 5.20 0.45 0.45 1.05

Stub 3 0.75 0.45 0.45 0.46Wahing Stone support walls 6 0.60 0.75 0.75 2.03

stage 1 9.01 0.45 0.45 1.8247.1247.12 2768.85


14

Ground Floor Cum.Excavation 565.33DeductionPCC 50.81Footing 136.09Column

C1 4 0.20 0.45 1.85 0.67C2 7 0.20 0.45 1.85 1.17C3 4 0.20 0.45 1.85 0.67C4 3 0.20 0.60 1.85 0.67C5 12 0.20 0.45 1.85 2.00

Providing and constructing granite / Trap/basalt size stone masonry Basement with a cement mortar1:6 stone hammer dressed in courses not less than 15cms high, bond stones @ 2m apart in each course including cost of materials, labours, curing complete as per specification(Pg No 25-Item No 5.6)

1st step Wall

Filling available excavated earth (excluded rock)in side of founation upto plinth in layers not exceeding 20cms In depth compacting each deposited layers by ramming after watering with lead up to 50m. And lift up to 1.5m including cost of all labours complete as per specification (Pg No 6-Item NO 2.10)

S.no Particulars Unit. Nos L B D Qty Rate.C6 3 0.20 0.60 1.85 0.67C7 11 0.20 0.38 1.85 1.55C8 12 3.14x0.20x0.2/4 1.85 0.70

C8A 2 3.14x0.3x0.3/4 1.85 0.26C9 9 0.20 0.38 1.85 1.27

C10 4 0.20 0.38 1.85 0.5610.16

Plinth Beam 20.69SSM 72.8650.81+136.09+10.16+20.69+72.86=290.62 290.62551.91-290.62=274.71 274.71Basic rate = 89.00 274.71 93.45Area Weightage 5% = 4.45Total Cost = 93.45/Cum

15

Ground Floor Cum 1 39.86 21.41 0.75 640.05Portico 1 4.50 7.03 0.75 23.73

663.78DeductionAvailable Earth on site 290.62663.78-290.62=373.16 373.16Basic rate = 178.00 373.16 186.90Area Weightage 5% = 8.90Total Cost = 186.90/Cum

16

Ground Floor Cum 1 39.86 2.80 111.61Roof Ht 3.45-Roof Beam 0.45-Lintel 0.2=2.80 2 21.41 2.80 119.90

1 16.21 2.80 45.391 35.33 2.80 98.922 12.54 2.80 70.221 5.90 2.80 16.521 13.70 2.80 38.362 8.27 2.80 46.311 4.33 2.80 12.121 25.59 2.80 71.651 18.86 2.80 52.81

10 4.00 2.80 112.00Toilet 1 6.50 2.44 15.86

1 3.90 2.44 9.52Washing Area 1 4.53 0.20 0.91

1 5.00 0.20 1.00Passage wall 2 16.90 0.75 25.35

2 9.01 0.75 13.52Sitting arrangement-High Level 16 0.45 0.75 5.40

16 0.38 0.60 3.65Low Level 16 0.45 0.60 4.32

16 0.38 0.45 2.74Gas Platform 1 0.90 0.45 0.41

1 1.80 0.45 0.81Kitchen Vegetable Cuttiing Platform 3 0.90 0.75 2.03Kitchen Granite Slab partition wall(Sink Side) 4 0.60 0.75 1.80meals Stocking self 3 0.40 0.75 0.90Dish Wash Platform 1 1.80 0.23 0.41

Eartwork Excavation in deposited soil and filling the siode if foundation upto plinth in layers not exceeding 20cm in depth compacting the earth deposited layer by ramming, after waterinf in all lead and lift including cost of all labour, complete as per specification(Page No 6-Item no 2.12)

Providing and Constructing precast concrete solid block with compressive strength not less than 35Kg/Sqm with cement mortar 1:4 masonry (quion, Jamb, Closer Blocks) with solid concrete blocks of size 40x20x20CMS confiming to IS 2185-1965 in super struture including cost of materials, labour charges, scaffolding, curing compete as per specification .(Pg no 24-Item No 5.27)

S.no Particulars Unit. Nos L B D Qty Rate.1 1.65 0.23 0.38

Store Room stocking Self 2 0.45 2.10 1.89Hand Wash Area 3 0.38 0.60 0.67

887.37Deduction For Opening

Collapsible Gate 1 1.52 2.10 3.19CG/D 1 1.20 2.10 2.52

D 14 1.06 2.10 31.16D1 8 0.75 2.10 12.60W 28 1.80 1.20 60.48V 14 1.80 0.60 15.12

V1 4 0.60 0.60 1.44126.52

887.37-126.52=760.85 760.85760.85 672.00


First Floor8" Blocks Cum 2 39.86 3.70 294.96Roof Ht 3.45-Roof Beam 0.45-Lintel 0.2=2.80 3 21.41 3.70 237.652.80wall Ht+Parapet Wall 0.90m=3.70m 1 35.17 3.70 130.13

1 13.87 3.70 51.321 9.63 3.70 35.631 25.63 3.70 94.833 6.43 3.70 71.372 8.67 3.70 64.161 6.50 2.44 15.861 5.20 2.44 12.699 4.00 3.70 133.20

Hand Wash Area 3x2 0.38 0.60 1.35Open to sky 2 16.90 0.90 30.42

2 9.01 0.90 16.221189.79

Deduction For OpeningD1 14 1.06 2.10 31.16D2 9 0.75 2.10 14.18W 34 1.80 1.20 73.44V 21 1.80 0.60 22.68

V1 2 0.60 0.60 0.72St 1 4.68 2.85 13.34

155.521189.79-155.52=1034.28 1034.28

1034.28 672.00Basic rate = 640.00Area Weightage 5% = 32.00Total Cost = 672.00/Sqm

17

Ground Floor4" Thick Wall in Toilet Sqm 8 1.82 2.44 35.53


First Floor

Providing and Constructing non laod bearing wall cement concrete solid block with compressive strength not less than 35Kg/Sqm with cement mortar 1:4 masonry (quion, Jamb, Closer Blocks) with solid concrete blocks of size 40x10x20CMS confiming to IS 2185-1965 in superstruture including cost of materials, labour charges, scaffolding, curing compete as per specification (Pg no 24-Item No 5.28)

S.no Particulars Unit. Nos L B D Qty Rate.Toilet Wall Sqm 9 1.82 2.44 39.97


18

Ground FloorW Cum 28 2.10 0.20 0.075 0.88

0.88 4857.30Basic rate = 4626.00Area Weightage 5% = 231.30Total Cost = 4857.30/Cum

First FloorW Cum 34 2.10 0.20 0.075 1.07

1.07 4909.80Basic rate = 4626.00Lifting Charges = 50.00Area Weightage 5% = 233.80Total Cost = 4909.80/Cum

19

Ground FloorLoad Bearing wall Cum 1 39.86 0.20 0.20 1.59

2 21.41 0.20 0.20 1.712 12.94 0.20 0.20 1.041 8.47 0.20 0.20 0.341 8.47 0.20 0.20 0.347 4.40 0.20 0.20 1.231 11.17 0.20 0.20 0.451 1.24 0.20 0.20 0.051 6.30 0.20 0.20 0.251 14.10 0.20 0.20 0.561 4.73 0.20 0.20 0.191 25.59 0.20 0.20 1.02

Providing and Laying in position reinforced cement concrete of design mix M20 CC 1:1.5:3with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth Beam and ground level for roof slab, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, anchor hooks plain window cill, fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)


S.no Particulars Unit. Nos L B D Qty Rate.1 18.86 0.20 0.20 0.753 4.40 0.20 0.20 0.538 1.82 0.10 0.20 0.29


First FloorLoad Bearing wall Cum 2 39.86 0.20 0.20 3.19

3 21.41 0.20 0.20 2.571 35.17 0.20 0.20 1.411 13.87 0.20 0.20 0.551 9.63 0.20 0.20 0.391 25.63 0.20 0.20 1.033 6.43 0.20 0.20 0.772 8.67 0.20 0.20 0.691 6.50 0.20 0.20 0.261 5.20 0.20 0.20 0.219 4.00 0.20 0.20 1.449 1.82 0.10 0.20 0.33

12.83Basic rate = 4626.00 12.83 4909.80Lifting Charges = 50.00Area Weightage 5% = 233.80Total Cost = 4909.80/Cum

20

Ground Floor Sqm 1x2 39.86 0.20 15.942x2 21.41 0.20 17.132x2 12.94 0.20 10.351x2 8.47 0.20 3.391x2 8.47 0.20 3.397x2 4.40 0.20 12.321x2 11.17 0.20 4.471x2 1.24 0.20 0.501x2 6.30 0.20 2.521x2 14.10 0.20 5.641x2 4.73 0.20 1.891x2 25.59 0.20 10.241x2 18.86 0.20 7.543x2 4.40 0.20 5.288x2 1.82 0.20 5.82

Basic rate = 211.00 106.42Area Weightage 5% = 10.55 106.42 221.55Total Cost = 221.55/Sqm

First Floor Sqm 2x2 39.86 0.20 31.893x2 21.41 0.20 25.691x2 35.17 0.20 14.071x2 13.87 0.20 5.551x2 9.63 0.20 3.851x2 25.63 0.20 10.253x2 6.43 0.20 7.722x2 8.67 0.20 6.941x2 6.50 0.20 2.601x2 5.20 0.20 2.089x2 4.00 0.20 14.409x2 1.82 0.20 6.55

Basic rate = 211.00 131.58Lifting Charges = 20.00 131.58 242.55Area Weightage 5% = 11.55

Providing & removing centering & shuttering , strutting, propping, etc.., & removal of form work for sides & soffit of Plinth beams. Beam haunching, cantiliver girder, bressumers, lintels, not exceeding 1m in depth including cost of all materials, Labours, complete as per specification. (Pg No 17-Item No 4.34)

S.no Particulars Unit. Nos L B D Qty Rate.Total Cost = 242.55/Sqm

21

Ground FloorW Sqm 25 2.10 0.60 31.50V 2 1.80 0.60 2.16V1 4 0.90 0.60 2.16Atta 1 4.40 0.45 1.98

1 5.40 0.45 2.431 3.47 0.45 1.561 4.73 0.45 2.13


First FloorW Sqm 32 2.10 0.60 40.32V 2 1.80 0.60 2.16

42.4842.48 406.35

Basic rate = 384.00Lifting Charges = 3.00Area Weightage 5% = 19.35Total Cost =406.35/Sqm

22

Ground FloorW Sqm 25 2.10 0.75 39.38V 2 1.80 0.75 2.70V1 4 0.90 0.75 2.70Atta 1 4.40 0.60 2.64

1 5.40 0.60 3.241 3.47 0.60 2.081 4.73 0.60 2.84


First FloorW Sqm 32 2.10 0.60 40.32V 2 1.80 0.60 2.16

42.4842.48 241.50

Basic rate = 210.00Lifting Charges = 20.00Area Weightage 5% = 11.55Total Cost =241.50/Sqm

Providing and laying in position Reinforced cement concrete of design mix M20 CC 1:1.5:6with OPC cement @ 27.20kgs with 12mm & down size graded granite metal coarse aggregates @ 0.5865cum and fine aggrefates @0.391cum, with superplastisiser @0.225ltrs,machine mixed, well compacted for plain chejja of 8.5cm average thickness upto ground floor level including cost of all materials, labour, HOM of machinery finishing, curing complete as per specification.(Pg no 1-item No 4.20)

Providing and removing of centering shuttering, strutting, propping etc.., for chejja corbels etc.., including edges, including cost of materials, labours complete as per specification. (Pg no 17-I no 4.37)

S.no Particulars Unit. Nos L B D Qty Rate.23

Ground FloorCum 2 39.86 0.20 0.45 7.17

2 21.36 0.20 0.45 3.843 14.10 0.20 0.60 5.081 14.10 0.20 0.45 1.271 4.73 0.20 0.45 0.431 23.19 0.20 0.45 2.092 16.55 0.20 0.45 2.982 13.01 0.20 0.45 2.34

17 4.40 0.20 0.45 6.732 4.70 0.30 0.45 1.271 7.87 0.30 0.60 1.421 17.21 0.20 0.45 1.551 12.94 0.20 0.45 1.161 6.74 0.20 0.30 0.401 8.47 0.20 0.45 0.761 8.67 0.20 0.45 0.78

39.2839.28 4857.30


First FloorCum 2 39.86 0.20 0.45 7.17

2 21.36 0.20 0.45 3.843 14.10 0.20 0.60 5.081 14.10 0.20 0.45 1.271 4.73 0.20 0.45 0.431 23.19 0.20 0.45 2.092 16.55 0.20 0.45 2.982 13.01 0.20 0.45 2.34

17 4.40 0.20 0.45 6.731 17.21 0.20 0.45 1.551 12.94 0.20 0.45 1.161 6.74 0.20 0.30 0.401 8.47 0.20 0.45 0.761 8.67 0.20 0.45 0.78

36.5936.59 4909.80




Ground Floor Sqm 2x2 39.86 0.45 71.751x2 21.36 0.45 19.223x2 14.10 0.60 50.761x2 14.10 0.45 12.691x2 4.73 0.45 4.261x2 23.19 0.45 20.872x2 16.55 0.45 29.792x2 13.01 0.45 23.4217x2 4.40 0.45 67.322x2 4.70 0.45 8.461x2 7.87 0.60 9.441x2 17.21 0.45 15.491x2 12.94 0.45 11.651x2 6.74 0.30 4.041x2 8.47 0.45 7.621x2 8.67 0.45 7.80


First Floor Sqm 2x2 39.86 0.45 71.752x2 21.36 0.45 38.453x2 14.10 0.60 50.761x2 14.10 0.45 12.691x2 4.73 0.45 4.261x2 23.19 0.45 20.872x2 16.55 0.45 29.792x2 13.01 0.45 23.4217x2 4.40 0.45 67.321x2 17.21 0.45 15.491x2 12.94 0.45 11.651x2 6.74 0.45 6.071x2 8.47 0.45 7.621x2 8.67 0.30 5.20

365.33Basic rate = 211.00 365.33 242.55Lifting Charges = 20.00Area Weightage 6% = 11.55Total Cost =242.55/Sqm

Providing & removing centering &shuttering , strutting, propping, etc.., & removal of form work for sides & soffit of Roof beams. Beam haunching, cantiliver girder, bressumers, lintels, not exceeding 1m in depth including cost of all materials, Labours, complete as per specification. Pg No 15-Item No 4.34)


Ground FloorStairecase -1

Waist Slab Cum 1 3.5 1.20 0.15 0.631 2 1.20 0.15 0.36

Landing 1 1.20 1.20 0.15 0.22Duct 1 1.20 0.45 0.75 0.41Steps 19x0.5 1.20 0.23 0.18 0.46


First FloorStairecase -1

Waist Slab Cum 1 3.5 1.20 0.15 0.631 2 1.20 0.15 0.36

Landing 1 1.20 1.20 0.15 0.22Duct 1 1.20 0.45 0.75 0.41Steps 19x0.5 1.20 0.23 0.18 0.46

2.07Basic rate = 4626.00 2.07 4909.80Lifting Charges = 50.00Area Weightage 5% = 233.80Total Cost = 4909.80/Cum

26

Ground FloorStairecase -1

Waist Slab Sqm 1 3.50 1.20 4.201 2.00 1.20 2.40

Landing 1 1.20 1.20 1.448.04

Basic rate = 273.00 8.04 286.65Area Weightage 5% = 13.65Total Cost = 286.65/Sqm

First FloorStairecase -1

Waist Slab Sqm 1 3.50 1.20 4.201 2.00 1.20 2.40

Landing 1 1.20 1.20 1.448.04

Basic rate = 273.00 8.04 310.58Lifting Charges = 20.00

Providing and Laying in position reinforced cement concrete of design mix M20 CC 1:1.5:3with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth Beam and ground level for roof slab, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, Roof Beam anchor hooks plain window cill, fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)

Providing and removing of centering, shuttering, strtting. Propping ete, and removal of form work for flat surface such as suspended floors, roofs, landing balconies, Staircase & likes thickness upto 200mm including cost of all materials, labours, complete as per specification (Pg No 14-Item No 4.29)

Area Weightage 6% = 17.58

S.no Particulars Unit. Nos L B D Qty Rate.Total Cost = 310.58/Sqm

27

Ground Floor Cum 1 39.86 21.41 0.15 128.01Portico 1 4.50 7.87 0.165 5.84

Sunken Toilet 1 8.67 5.34 0.175 8.10141.96

Deduction For Opening 1 9.04 16.90 0.15 22.921 4.20 1.20 0.15 0.761 8.67 5.34 0.15 6.94

30.62141..96-30.62=111.34 111.34

111.34 4857.30Basic rate = 4626.00Area Weightage 5% = 231.30Total Cost = 4857.30/Cum

First Floor Cum 1 39.86 21.41 0.15 128.01Sunken Toilet 1 8.67 5.34 0.175 8.10

136.11Deduction For Opening 1 9.04 16.90 0.15 22.92

Duct 1 4.20 1.20 0.15 0.761 8.67 5.34 0.15 6.94

136.11-30.62=105.50 30.62Basic rate = 4626.00 105.50Lifting Charges = 50.00 105.50 4909.80Area Weightage 5% = 233.80Total Cost = 4909.80/Cum

28

Ground Floor Cum 1 39.86 21.41 853.40Portico 1 4.50 7.87 35.42

Sunken Toilet 1 8.67 5.34 46.30935.12

Deduction For Opening1 9.04 16.90 152.781 4.20 1.20 5.041 8.67 5.34 46.30

935.12-204.11=731.00 204.11Basic rate = 273.00 731.00Area Weightage 5% = 13.65 731.00 286.65Total Cost = 286.65/Sqm

First Floor Cum 1 39.86 21.41 853.40Sunken Toilet 1 8.67 5.34 46.30


Open to Sky 1 9.04 16.90 152.78Duct 1 4.20 1.20 5.04

1 8.67 5.34 46.30899.70-157.82=741.88 204.11Basic rate = 273.00 695.59


Providing and removing of centering, shuttering, strtting. Propping ete, and removal of form work for flat surface such as suspended floors, roofs, landing balconies, & likes thickness upto 200mm including cost of all materials, labours, complete as per specification(Pg No 16-Item No 4.29)

S.no Particulars Unit. Nos L B D Qty Rate.Lifting Charges = 20.00 695.59 310.58

Total Cost = 310.58/Sqm

29

First Floor Cum 1 39.86 21.41 0.075 64.01

64.01

Deduction For Opening 1 9.04 16.90 0.075 11.46

Duct 1 4.20 1.20 0.075 0.38

11.84

52.17

Basic rate = 4626.00 52.17 4909.80

Lifting Charges = 50.00


Total Cost = 4909.80/Cum

30 Providing and Laying of WPC(Page No 57-Item No 10.3)

Ground FloorCum 1 39.86 21.41 853.40

Portico 1 4.50 7.03 31.64

885.04

Deduction For Opening

1 9.04 16.90 152.78

1 4.20 1.20 5.04

157.82885.04-157.82=727.22 727.22

Basic rate = 304.00 727.22 319.2


Total Cost = 319.20/sqm

First Floor Cum 1 39.86 21.41 853.40

853.40

Deduction For Opening

Open to Sky 1 9.04 16.90 152.78

Duct 1 4.20 1.20 5.04

157.82

695.59Basic rate = 304.00 695.59 319.2


Total Cost = 319.20/sqm


Providing and Laying in position reinforced cement concrete of design mix M20 CC 1:1.5:3with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth Beam and ground level for WPC, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, Roof Beam anchor hooks plain window cill, fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)


Sqm

Ground FloorMain Door Side 1 1.52 2.10 3.19Bath Room Side 1 1.20 2.10 2.52

5.715.71 3549.00

Basic rate = 3380.00Area Weightage 5% = 169.00Total Cost = 3549.00/sqm

32

Ground FloorMain Door Cum 1x2 0.15 0.10 2.30 0.07

1x2 0.15 0.10 1.67 0.05Room Door 14X2 0.125 0.08 2.30 0.60

14X2 0.125 0.08 1.21 0.34Toilet 1x2 0.125 0.08 2.30 0.04

1x2 0.125 0.08 1.35 0.031.131.13 69983.55


First FloorRoom Door Cum 14X2 0.125 0.08 2.30 0.60

14X2 0.125 0.08 1.21 0.340.940.94 69983.55


33

Ground FloorMain Door Sqm 1 1.52 2.10 3.19


KSRB 7-1.Providing & fiixing in position collapsable steel shutters with single or double leaf with vertical channel 20mmx10mmx2mm braced with flat iron diagonals 20mmx5mm size, with top and bottom rails of T iron sections of 40x40x6mm with 38mm dia steel pulleys complete with bolt and nuts, locking arrangements, stoppers, handles on both sides with 7.5 cms openings at 10 cms C to C applying a priming coat of red lead paint. Cost of materials, labour, HOM of machinary complete as per specifications (p,no.36/ I. no.7.1)

Providing wood frame of Doors, windows, clestory windows, ventilators and other frame,wrought, framed or assembled including making plaster grooves, (excluding cost of cement plaster and side clamps)but including cost of materials, Labours, HOM of Machineries complete as per specification (P.No 45-Item No 9.10)(Honne Wood Frames)

Providing and Fixing in Position Honne Wood Fully panneled shutters at door, styles and rails of 40mm thick with bottom and lock rails 180mm wide top rails and styles 100mm wide as per drawing and pannel of 25mm thick including cost of materials, labours, HOM of machineries complete as per specification (Excluding cost of Fixtures)(Pg No 46-Item No 9.15)


Ground FloorRoom Door Sqm 14 1.06 2.10 31.16

1 1.20 2.10 2.52Door Shutter-23.96sqftx95.00= 2276.20 33.68Door Lock 1no x475 = 475.00 33.68 2058.35SS Hinges 3nos x85.00 = 255.00 SS Toewrbolt 2nos x120.00= 240.00SS Handle 2nos x 120.00 = 240.00SS Aldrop 1nosx 420.00 = 420.00PVC Door Safety = 25.00Screws, bolts and Nut = 50.00 Labour 23.96sftx20.75 = 497.17

2058.35 /Sqm

First FloorRoom Door Sqm 14 1.06 2.10 31.16

31.16 2058.35Door Shutter-23.96sqftx95.00= 2276.20Door Lock 1no x475 = 475.00SS Hinges 3nos x85.00 = 255.00 SS Toewrbolt 2nos x120.00= 240.00SS Handle 2nos x 120.00 = 240.00SS Aldrop 1nosx 420.00 = 420.00PVC Door Safety = 25.00Screws, bolts and Nut = 50.00 Labour 23.96sftx20.75 = 497.17

2058.35 /Sqm

35

Ground FloorToilet Door Sqm 8 0.75 2.1 12.60

12.60 2384.28PVC Frame 5.70rmt X 229.60 = 1329.38PVC Solid Sheet 1.57Smtx1184.00 = 1858.94Powder coatedHinges 3nos x35.00 = 105.00Powder coated Toewrbolt 2nos x40.00= 80.00 Handle 2nos x 25.00 = 50.00Screws, bolts and Nut = 20.00

Total 3743.32/1.57=2384.28/Sqm

First FloorToilet Door Sqm 9 0.75 2.1 14.18

14.18 2384.28PVC Frame 5.70rmt X 229.60 = 1329.38PVC Solid Sheet 1.57Smtx1184.00 = 1858.94Powder coatedHinges 3nos x35.00 = 105.00Powder coated Toewrbolt 2nos x40.00= 80.00 Handle 2nos x 25.00 = 50.00Screws, bolts and Nut = 20.00

Providing and Fixing Readymade flush shutter 30mm thick including all necessary fixtures are Stainless steel (3 nos hinges, 2nos tower bolt, 1 no door lock, two handles front and back, screws, aldrop) etc.., complete

Transportation, loading and unloading charges 50.00Total 4528.37/2.20


Providing and Fixing Forex frame or solid PVC frame using 5mm thick rigid PVC sheet, 18mm thick Iron Tube, inside insulin wood pieces including all necessary fixture are towerbolts, Handles and SS hinges etc..,

Labour,Transportation, loading and unloading charges = 300.00

Labour,Transportation, loading and unloading charges = 300.00

S.no Particulars Unit. Nos L B D Qty Rate.Total 3743.32/1.57=2384.28/sqm

36

Ground FloorWindow Kg 28 1.80 1.20 60.48

Ventilator 14 1.80 0.60 15.12V1 4 0.60 0.60 1.44

77.0477.04x21Kg/Sqm 1617.84

1617.84 78.435Basic rate = 74.70Area Weightage 5% = 3.735Total Cost = 78.435/Kg

First FloorG W Kg 34 1.80 1.20 73.44G V 21 1.80 0.60 22.68

G V1 2 0.60 0.60 0.7296.84

96.84x21Kg/Sqm 2033.642033.64 81.06

Basic rate = 74.70Lifting Charges = 2.50Area Weightage 6% = 3.86Total Cost = 81.06/Kg

37

Ground FloorAluminium Windw Kg 28 1.80 1.20 60.48

Aluminium Ventilator 14 1.80 0.60 15.12V1 4 0.60 0.60 1.44

77.04

KSRB7.19:Providing & fixing MS grill work for windows and Ventilators weighing 21 kg/sqm using MS flats, or MS square rods, or combination of MS Flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red primer, cost of materials, fixtures, labour and HOM of machinary complete as per specifications Specification No. KBS 7.12 (p,no.37/ I. no.7.9)

Providing and fixing in position anodized alluminium windows and ventilators as per approved drawings with sliding shutters using double track windows frame section of size 61.85x31.75mm . With 1.2mm thick, bottom section weight 0.695 kg/m, sides and tops section 1.3mm. Thick weight 0.659kg/m; and shutter comparising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg/m; shutter out side 40mmx18mm, 1.25 mm.thick,1.1mm thick weight 0.41kg/m, shutter interlock section 40mmx26mm, 1.1mm thick, weight 0.469kg/m the shutter mounted on nylon rollers with approved quality of fixtures such as alluminium handles tower bolts etc..,; and providing and fixing 5.5mm thick plain glass for shutter fitted with rubber beading cutting to required leangth, joints mitred subdividing the frame tennoned and rivitted in the assembled frame stiffness with end clips at corner angles etc..,and fixing to walls, lintels,floor beam, cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making the good the original surface using cement mortar, alluminium section pretreatd for remopval of any Specification NO KBS(Page no 37 Item no 7.10.2).

S.no Particulars Unit. Nos L B D Qty Rate.77.04 3150.00


First FloorAluminium Window Kg 34 1.80 1.20 73.44

Aluminium Ventilator 21 1.80 0.60 22.68V1 2 0.60 0.60 0.72

96.8496.84 3152.625

Basic rate =3000.00Lifting Charges = 2.50Area Weightage 5% = 150.125Total Cost = 3152.625sqm

38

Ground Floor Sqm 1 5.50 0.90 4.951 3.85 0.90 3.47

First Floor 1 5.50 0.90 4.951 3.85 0.90 3.47

16.8316.83 6350.00

39

Ground FloorBelow stairecase grill work (safety for metrboard and bus bar box) 1x0.5 2.80 2.10 2.94

1 1.20 2.10 2.525.465.46 4742.85

Basic rate = 4517.00Area Weightage 5% = 225.85Total Cost = 4742.85/Sqmt

First FloorOpen To Sky Sqm 2 16.90 0.90 30.42

2 9.01 0.90 16.2246.64

Basic rate = 4517.00 46.54 4745.475Lifting Charges = 2.50Area Weightage5% = 225.975Total Cost = 4745.475Sqm

Providing and Fixing stainless steel hand rails for a height of 1200mm using 62.50m diaof 16 gauge for top measure and verticles at 1.5m C/c and 50mm dia of 16 gauge stainless steel pipes of 4 row below top measure at equal intervels including fixing with 500mm dia CI pipe including cutting, welding, bending, wherever necessary with suitable caps at top and bottom etc.., complete finishing with mat/shining finishing etc.., complete as per technical specification and as directed by the engineer in charge of work (MR)

Providing and Fixing MS Grill as per chief architectural Drawing No 12686, using 16mmx16mm M.S Square rod at 150mm c/c spaceing and 6mm x40mm M.S Flats at horizontal and 6mm x12mm M.S flat and ornamental design and providing shop edge design at the vertex every verticle rod, including welding , grinding wherever necessary, All the stel surface should be cleanly free from rust and painted with anti corrossive paint etc.., The work includes all materials, labours, hire charges, welding, cutting, grinding etc.., complete (Page No 47-Item No 7.36)


Ground FloorDining Sqm 2 20.14 3.30 132.92Store 2 9.90 3.30 65.34Kitchen 2 14.24 3.30 93.98Dish Wash 2 7.40 3.30 48.84Room 4x2 11.25 3.30 297.00Computer Reading and Medical 2x2 7.75 3.30 102.30Computer Room 2 11.98 3.30 79.07Entarnce 2 8.68 3.30 57.29Warden Room 2 6.59 3.30 43.49Room 2 9.16 3.30 60.46Room 2 9.30 3.30 61.38Toilet 2 13.21 3.30 87.19

8x2 3.02 2.44 117.901 12.94 3.30 42.701 18.68 3.30 61.641 21.64 3.30 71.41

1 12.61 3.30 41.61

1 4.07 3.30 13.43

1 25.59 3.30 84.45

1 4.23 3.30 13.96

1 4.20 3.30 13.86

Passage wall 2x2 16.90 0.75 50.70

2x2 9.01 0.75 27.03

Column 12 0.62 3.30 24.55

Mesh 2 16.90 0.75 25.35

2 19.01 0.75 28.52

Atta 1x2 4.40 0.60 21.12

1x2 5.40 0.60 12.96

1x2 3.47 0.60 4.16

1x2 4.73 0.60 5.68

Granite Table Support-High Level 16 1.16 0.60 11.14

16 1.30 0.75 15.60

Low Level 16 1.16 0.45 8.35

16 1.30 0.60 12.48

GAS Pltform 1 1.80 0.55 0.99

1 0.90 0.55 0.50

1 1.80 0.90 1.62Kitchen Vegetable Cuttiing Platform 3 2.10 0.75 4.73Kitchen Granite Slab partition wall(Sink Side) 4 1.50 0.75 4.50meals Stocking self 3 1.10 0.75 2.48Dish Wash Platform 1 1.80 0.23 0.41

1 1.65 0.23 0.38

1 1.80 1.65 2.97Store Room stocking Self 4x2 0.45 2.10 7.56

2 2.10 0.15 0.63

Hand wash area 2 3.00 0.45 2.70

2 3.00 0.38 2.25

1 3.00 0.10 0.30

3 0.90 0.60 1.62

Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding of corners wherever required smooth rendering, providing and removing scaffolding, including cost of all materials, labours, curing, complete as per specificatioon (Pg No 120-Ino15.16) (Inside)

S.no Particulars Unit. Nos L B D Qty Rate.

1871.49

Deduction For OpeningCollapsible Gate 1 1.52 2.10 3.19

CG/D 1 1.20 2.10 2.52D 14 1.06 2.10 31.16

D2 8 0.75 2.10 12.60W 28 1.80 1.20 60.48V 14 1.80 0.60 15.12

V1 4 0.60 0.60 1.44126.52

1871.49-63.26=1808.23 63.26Basic rate = 146.00 1808.23Area Weightage 5% = 7.30 1808.23 153.30Total Cost = 153.30/Sqm

First FloorRoom-1 Sqm 2 9.87 3.30 65.14Room-2 2 11.57 3.30 76.36Room-3 2 14.00 3.30 92.40Rom-4 2 15.43 3.30 101.84Room-5 2 11.98 3.30 79.07Library 2 6.59 3.30 43.49Staircase Area 2 8.68 3.30 57.29Room-6 2 9.16 3.30 60.46Room-7 2 15.23 3.30 100.52Room-8 2 11.26 3.30 74.32Room-9 2 9.33 3.30 61.58Room-10 2 10.26 3.30 67.72Room-11 2 9.60 3.30 63.36Room-12 2 6.43 3.30 42.44

1 5.87 3.30 19.372 8.47 3.30 55.901 4.30 3.30 14.19

Toilet 2 13.21 3.30 87.199x2 3.02 2.44 132.64

Passage 1 25.63 3.30 84.581 12.61 3.30 41.611 35.17 3.30 116.062 12.61 3.30 83.231 4.29 3.30 14.161 13.87 3.30 45.771 4.23 3.30 13.96

Column 12 0.92 3.30 36.43Mesh 2 16.90 0.75 25.35

2 19.01 0.75 28.52Hand wash area 2 2.40 0.45 2.16

2 2.40 0.38 1.801 2.40 0.10 0.243 0.90 0.60 1.622 1.80 0.45 1.622 1.80 0.38 1.351 1.80 0.10 0.183 0.90 0.60 1.62


D1 14 1.06 2.10 31.16D2 9 0.75 2.10 14.18W 34 1.80 1.20 73.44V 21 1.80 0.60 22.68

V1 2 0.60 0.60 0.72St 1 4.68 2.85 13.34

1795.51-77.76=1717.76 155.52Basic rate = 146.00 77.76

S.no Particulars Unit. Nos L B D Qty Rate.Lifting Charges = 3.50 1717.76Area Weightage 5% = 7.475 1717.76 156.975Total Cost = 156.975/Sqm

41

Ground Floor Sqm 1808.231808.23 17.22


First Floor Sqm 1717.761717.76 20.895


42

Ground FloorSqm 2 39.86 4.20 334.82

2 21.41 4.20 179.842 4.20 4.20 35.282 5.20 0.40 4.162 4.33 0.40 3.46

Mesh 2 16.90 1.05 35.492 9.01 1.05 18.92

W 25x2 2.10 0.75 78.75V 2x2 1.80 0.75 5.40V1 4x2 0.90 0.75 5.40Washing stone supports wall 6 2.40 0.75 10.80

712.33

Deduction for openingCollapsible Gate 1 1.52 2.10 3.19

W 25 1.80 1.20 54.00V 2 1.80 0.60 2.16

V1 4 0.60 0.60 1.4460.79

712.33-30.40=681.94 30.40681.94

Basic rate = 146.00 681.94 153.3Area Weightage 5% = 7.30Total Cost = 153.30/Sqm

First Floor

Sqm 2 39.86 5.45 434.472 21.41 5.45 233.372 4.20 5.45 45.78

Mesh 2 16.90 1.05 35.492 9.01 1.05 18.92

W 32x2 2.10 0.75 100.80V 2x2 1.80 0.75 5.40

874.23Deduction for opening

W 32 1.80 1.20 69.12V 2 1.80 0.60 2.16

Providing a lime rendering for plastering to a wall and ceiling,including cost of materials, labours, curing complete as per specification.(Pg No 121-Item No 15.33)

Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding of corners wherever required smooth dering,providing and removing scaffolding, including cost of all materials, labours, curing, complete as per specification. (PgNo 120-I no 15.16)(outside)

Below Roof Ht 3.3+Roof Thickness 0.15+Basement 0.45+Plinth 0.30=4.20M

Below Roof Ht 3.3+Roof Thickness 0.15+Parapet 0.90+0.90+Parapet Top 0.20=5.45M

S.no Particulars Unit. Nos L B D Qty Rate.71.2835.64

Basic rate = 146.00 838.59Lifting Charges = 3.50 838.59 156.975Area Weightage 5% = 7.475Total Cost = 156.975/Sqm

43

Ground FloorDining Sqm 1 12.54 7.60 95.30

Store 1 4.00 5.90 23.60Kitchen 1 8.34 5.90 49.21

Dish Wash 1 3.07 4.33 13.29Room 4 4.00 7.25 116.00

Computer Reading and Medical 2 4.00 3.75 30.00Computer Room 1 7.98 4.00 31.92

Entrance 1 4.68 4.00 18.72Choukidhar 1 2.59 4.00 10.36

Room 1 5.26 4.00 21.04Room No 1 4.00 5.30 21.20

Toilet 1 8.27 4.94 40.85Corridor 2 18.86 1.80 67.90

1 9.01 1.80 16.221 17.01 2.50 42.531 4.23 4.07 17.221 4.33 5.20 22.52

Portico 1 4.50 7.87 35.42Waist Slab 1 3.50 1.20 4.20

1 2.50 1.20 3.00Landing 1 1.20 1.20 1.44

Steps 19 1.20 0.41 9.23691.16691.16 137.55


First FloorRoom-1 Sqm 1 4.00 5.87 23.48Room-2 1 4.00 7.57 30.28Room-3 1 4.00 10.00 40.00Room-4 1 4.00 11.23 44.92Room-5 1 4.00 7.98 31.92

Library Room 1 4.00 2.59 10.36Stairecase Room 1 4.00 4.68 18.72

Room-6 1 4.00 5.16 20.64Room-7 1 4.00 11.23 44.92Room-8 1 4.00 7.26 29.04Room-9 1 4.00 5.33 21.32

Room-10 1 6.23 4.03 25.11Room-11 1 6.23 3.37 21.00Room12a 1 6.43 5.87 37.74

b 1 8.47 4.30 36.42Toilet 1 8.27 4.94 40.85

Waist Slab 1 3.50 1.20 4.201 2.50 1.20 3.00

Landing 1 1.20 1.20 1.44Steps 19 1.20 0.41 9.23

Passage 2 16.90 1.80 60.841 12.61 1.80 22.701 4.29 4.07 17.461 13.87 1.91 26.49

Providing 12mm thick cement plastering in a single coat with cement mortar 1:3 to ceiling including rouding of corner wherever required smooth rendering, providing and removing scaffolding, including cost of materials, Labour, Curing complete as per specification.(Pg No 120-item No 15.21)

S.no Particulars Unit. Nos L B D Qty Rate.622.08622.08 141.225


44

Ground Floor Sqm 691.16691.16 17.22


First Floor 622.08622.08 20.895


45

Ground Floor600x600 semi vitrified tiles

Room Sqm 4 4.00 7.25 116.00Computer Reading and Medical 2 4.00 3.75 30.00

Computer Room 1 7.98 4.00 31.92Entrance 1 4.68 4.00 18.72

Choukidhar 1 2.59 4.00 10.36 Room 1 5.26 4.00 21.04Room 1 4.00 5.30 21.20Portico 1 4.50 7.87 35.42

300x300 anti skid vitrified tilesCorridor 2 18.86 1.80 67.90

1 9.01 1.80 16.221 17.01 2.50 42.531 4.23 4.07 17.22

Basic rate = 1204.00 1 4.33 5.20 22.52Area Weightage 5% = 60.20 451.03Total Cost = 1264.20/Sqm 451.03 1264.20

First FloorSqm 1 4.00 5.87 23.48


Library Room 1 4.00 2.59 10.36Stairecase Room 1 4.00 4.68 18.72


Room-10 1 6.23 4.03 25.11Room-11 1 6.23 3.37 21.00Room12a 1 6.43 5.87 37.74

b 1 8.47 4.30 36.42300x300 anti skid vitrified tiles

Providing a lime renderiing for plastering to a wall and ceiling,including cost of materials, labours, curing complete as per specification.(Pg No 121-Item No 15.33)

Providing aand fixing Special make glazed vitrified tiles(Granomite Finish) approved make, quality and colour of 600x600x10mm thick fixed with on existing flooring with a special roffe adehesive for flooring and skirting etc.., complete including providing spears at a required interval and removal stains etc.., complte(Pg No 94-Item No 14.43)

600x600 semi vitrified tiles Room-1

S.no Particulars Unit. Nos L B D Qty Rate.Passage 2 16.90 1.80 60.84

1 12.61 1.80 22.701 4.29 4.07 17.461 13.87 1.91 26.49

563.36Basic rate = 1204.00 563.36 1265.775Lifting Charges = 1.50Area Weightage 5% = 60.275Total Cost = 1265.775/Sqm

46 Skirting 2 45.00 0.10 9.00

Ground Floor 2 15.50 0.10 3.102 11.98 0.10 2.402 8.68 0.10 1.742 6.59 0.10 1.322 9.26 0.10 1.852 9.30 0.10 1.862 12.37 0.10 2.47

300x300 semi vitrified tiles 1 18.86 0.10 1.891 4.20 0.10 0.421 2.50 0.10 0.251 12.94 0.10 1.291 4.23 0.10 0.421 25.59 0.10 2.561 4.07 0.10 0.411 12.61 0.10 1.262 16.90 0.10 3.382 6.01 0.10 1.20

36.8236.82 1264.20


First FloorSkirting 2 9.87 0.10 1.97

2 11.57 0.10 2.312 14.00 0.10 2.802 15.23 0.10 3.052 11.98 0.10 2.402 6.59 0.10 1.322 8.68 0.10 1.742 9.16 0.10 1.832 15.23 0.10 3.052 11.26 0.10 2.252 9.33 0.10 1.872 10.26 0.10 2.052 9.60 0.10 1.922 12.30 0.10 2.462 12.77 0.10 2.55

300x300 semi vitrified tiles 1 25.63 0.10 2.561 12.61 0.10 1.261 35.17 0.10 3.521 1.91 0.10 0.191 13.87 0.10 1.391 6.63 0.10 0.661 4.29 0.10 0.431 4.07 0.10 0.41

43.9843.98 1265.775

S.no Particulars Unit. Nos L B D Qty Rate.Basic rate = 1204.00Lifting Charges = 1.50Area Weightage 5% = 60.275Total Cost = 1265.775/Sqm

47

Ground FloorDining Sqm 1 12.54 7.60 95.30

Store 1 4.00 5.90 23.60Kitchen 1 8.34 5.90 49.21

Dish Wash 1 3.07 4.33 13.29Entrance Step(Tread) 5 4.50 0.23 5.18

5 7.87 0.23 9.05Stairecase Step(Tread) 19 1.20 0.23 5.24

Stage 1 9.01 4.00 36.04236.91236.91 812.70


First FloorEntrance Step(Tread) Sqm 19 1.20 0.23 5.24

5.24 814.275Basic rate = 77400Lifting Charges = 1.50Area Weightage 5% = 38.775Total Cost = 814.275/Sqm

48

Ground FloorEntrance Step(Rise) Sqm 5 4.50 0.175 3.94

5 7.87 0.175 6.89Stairecase Step(Rise) 19 1.20 0.175 3.99

14.8114.81 813.75


First FloorStairecase Step(Rise) Sqm 19 1.20 0.175 3.99

3.99 815.325Basic rate = 775.00Lifting Charges = 1.50Area Weightage 45% = 38.825Total Cost = 815.325/Sqm

Flooring with 25mm to 40m thick polished Tandur Blue Stone slab using cement mortar 1:6, 25m thick over existing cement concerete bed or top of roof laid to line and level and jointed with cement sluury mixed with pigment to match the shade of the slab including cost of materilas, labours, curing polishing, complete as per the specifcation (page no 109, Item o 14.15)

Providing and laying flooring 25mm to mm thick polished cadappa slab using CM 1:6, 25mm thick pver existing cement concrete bed or top of roof laid to line and level and jointed with cement slurry mixed with pigment to match the shade og the slab including cost of materilas, labour, curing etc.., complete as per specification(Page No 110-Item No 14.17)


Ground Floorbath room and Toilet Sqm 1 8.27 4.94 40.85

40.85 843.15Basic rate = 803.00Area Weightage 5% = 40.15Total Cost = 843.15/sqm

First Floorbath room and Toilet Sqm 1 8.27 4.94 40.85

40.85 844.725Basic rate = 803.15Lifting Charges = 1.50Area Weightage 5% = 40.225Total Cost = 844.725/Sqm

50

Ground FloorWashing Area Sqm 1 4.33 5.2 22.52Basic rate = 369.00 22.52 387.45Area Weightage 5% = 18.45Total Cost = 387.45/Sqm

51

Ground FloorToilet Sqm 2 13.21 2.10 55.48

8 3.02 2.10 50.74Dining 2 20.14 2.10 84.59Kichen 2 14.24 2.10 59.81Dish Wash 2 7.40 2.10 31.08Hand Wash Area 1 4.07 2.10 8.55

1 2.05 2.10 4.31Wahing Area 1 4.33 2.10 9.09

1 5.20 2.10 10.92Store room 2 9.90 2.10 41.58Granite Table Support-High Level 16 1.16 0.60 11.14

16 1.30 0.75 15.60Low Level 16 1.16 0.45 8.35

16 1.30 0.60 12.48GAS Pltform 1 1.80 0.55 0.99

1 0.90 0.55 0.501 1.80 0.90 1.62

Kitchen Vegetable Cuttiing Platform 3 2.10 0.75 4.73Kitchen Granite Slab partition wall(Sink Side) 4 1.50 0.75 4.50meals Stocking self 3 1.10 0.75 2.48Dish Wash Platform 1 1.80 0.23 0.41

1 1.65 0.23 0.381 1.80 1.65 2.97

Store Room stocking Self 4x2 0.45 2.10 7.562 2.10 0.15 0.63

Providing Ceramic tiles of approved make, shade and size for flooring,treads of steps and landings laid on a bed of 12mm thick, cement mortar 1:3mix, flush pointing with white cement using colour pigment, including cost of materials, labour, curing, complete as per specifications. (for Toilet room) (Page No.93, .No.14.3.2)

Providing and laying flooring 40mm thick with an under layer of 30mm thick M15 cement concrete using broken granite metal of 12.5mm nominal size on top layer of 10mm thick plaster with cement mortar 1:3 finished, including cost of materials, labours complete as per specification (Page No 109-Item No 14.10)

Providing skirting, dado, rises of steps with Color glazed tiles 30 x45 cms, 6mm thick on 10mm thick ementplaster 1:3 and jointed with white cement slurry over rough plaster surface excluding cost of rough plastered surface which should be measured and paid seperately) using glazed tiles of approved make and size including cost of materials, labour, complete as per specifications ( Page No.94, I.No.14.40)

S.no Particulars Unit. Nos L B D Qty Rate.Hand wash area 2 3.00 0.45 2.70

2 3.00 0.38 2.251 3.00 0.10 0.303 0.90 0.60 1.62

437.34Deduction for openingD1 5 1.06 2.10 11.13

1 1.20 2.10 2.528 0.75 2.10 12.60

W 9 1.80 1.20 19.44V 2 1.80 0.60 2.16V1 4 0.60 0.6 1.44437.34-24.65=412.69 49.29Basic rate = 1234.00 24.65Area Weightage 5% = 61.70 412.69Total Cost = 1295.70/Sqm 412.69 1295.70

First FloorToilet Sqm 2 13.21 2.10 55.48

9 3.02 2.10 57.08Hand Wash Area 1 4.07 2.10 8.55

2 2.40 0.45 2.162 2.40 0.38 1.801 2.40 0.10 0.243 0.90 0.60 1.622 1.80 0.45 1.622 1.80 0.38 1.351 1.80 0.10 0.183 0.90 0.60 1.62

131.70Deduction for openingD2 9 0.75 2.10 14.18D1 1 1.06 2.10 2.23V 2 1.80 0.60 2.16V1 2 0.60 0.6 0.72

19.289.64


52

Ground Floor Sqm 1808.23Ceiling Painting 691.16

2499.39Deduction of wall tiles area 412.69

2086.702086.70 61.32


First FloorSqm 1717.76

Ceiling Painting 622.082339.84

Deduction of wall tiles area 122.06 2217.78

Providing and applying two coats with oilbound wahable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free frommortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of material, labour complete as per specifications.(Page No12 I.No.15.49.1)

S.no Particulars Unit. Nos L B D Qty Rate.2217.78 62.895

Basic rate = 58.40Lifting Charges = 1.50Area Weightage 5% = 2.995Total Cost = 62.895Sqm

53

Ground Floor 2086.702086.70 120.00

1sqmt utilised for asian putty finishing= 1kg=60.00Labour charges 1smtx 48.44 =48.44

Total 120.00/Sqm

First Floor Sqm 2217.782217.78 120.00

1sqmt utilised for asian putty finishing= 1kg=60.00Labour charges 1smtx 48.44 =48.44

Total 120.00/Sqm

54

Ground Floor Sqm 681.94

681.94 184.23Labour charges 1smtx 37.67 =37.67

Total 184.23/Sqm

First Floor Sqm 838.59

838.59 184.23Labour charges 1smtx 37.67 =37.67

Total 184.23/Sqm

55

Ground Floor Sqm 681.94681.94 64.60

Total 64.60/Sqm

First Floor Sqm 838.59838.59 64.60

Total 64.60/Sqm

Providing and applying two coat glazed putty finishingbrooming the surface free frommortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of material, labour complete as per specifications (MR)

Scaffolding, suppoting tools =11.56


Providing and finishing external walls in two coats with water proof cement paint(ACE) of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of material, labour, complete as per specifications.(MR)

Ace Paint Two Coat finishing 1sqmt used paint =1kg ... 1kg =135.00


Ace Paint Two Coat finishing 1sqmt used paint =1kg ... 1kg =135.00


Providing Birla white washing to new wall surface in two coat with lime of approved quality, to givean even shade including cost of materials, labours, complete as per specification. (MR)

1kg birla white (two coats) using 1smt. 1kg=35.00Labour Charges 1sqmtx29.60 =29.60



Ground FloorCG/D Sqm 1x2 1.52 2.10 6.38

CG 1x2 1.52 2.10 6.38CG/D 1x2 1.20 2.10 5.04

CG 1x2 1.20 2.10 5.04D 14x2 1.06 2.10 62.33W 28x2 1.80 1.20 120.96V 14x2 1.80 0.60 30.24

V1 4x2 0.60 0.60 2.88Stairecase Railing 1x2 5.50 0.90 9.90

1x2 3.85 0.90 6.93Below stairecase grill work (safety for metrboard and bus bar box) 1x0.5x2 2.80 2.10 5.88

1x2 1.20 2.10 5.04267.01

Basic rate = 70.70 267.01 74.24Area Weightage 5% = 3.535Total Cost = 74.235/sqm

First FloorD Sqm 14x2 1.06 2.10 62.33W 34x2 1.80 1.20 146.88V 21x2 1.80 0.60 45.36

V1 2x2 0.60 0.60 1.44Stairecase Railing 1x2 5.50 0.90 9.90

1x2 3.85 0.90 6.93Open to Sky 2x2 16.90 0.90 60.84

2x2 9.01 0.90 32.44366.11

Basic rate = 70.70 366.11 75.81Lifting Charges = 1.50Area Weightage 5% = 3.61Total Cost = 75.81/Sqm

57

Ground FloorDining Table Sqm 8 5.00 0.45 18.00

8 5.00 0.30 12.001 8.34 0.60 5.001 5.90 0.60 3.541 4.00 0.60 2.401 5.90 0.60 3.541 1.20 0.60 0.72

Vegitable Cutting Paltform 1 2.44 0.90 2.20Hot and cold water 1 0.65 0.60 0.39Store Room Self 4 3.95 0.45 7.11Basic rate = 3030.00 54.90Area Weightage 5% = 151.50 54.90 3181.50Total Cost = 3181.50/sqm

First FloorHand wash Sqm 1 2.40 0.60 1.44

1 0.60 0.60 0.36Hot and cold water 1 1.77 0.60 1.06


Providing and Fixing of Dining Table for granite using combination of pre polished 19mm thick water cut Ganga Saw grey Ganite, Black Granite and strips of 50mm wide pre flamed grey granite using pore polished grey granite 19mm thick 76%, pre Polished Black Garnite 19mm thick @ 2% and Preflamed 19mm thick grey granite @ 22% over existing cement concrete bed in CM 1:4 average 20mm thick pointed with white cement ans colour pigment etc.., complete (Page No 95- Item No 14.48.1)

S.no Particulars Unit. Nos L B D Qty Rate.Basic rate = 3030.00 2.86Lifting Charges = 1.50 2.86 3183.075Area Weightage 6% = 151.575Total Cost = 3183.075/Sqm

58

Ground FloorDining Rmt 1 87.20 87.20

1 84.80 84.80Kitchen 1 9.54 9.54Store 2 7.10 14.20

1 5.20 5.20Hand Wash 1 2.40 2.40

1 1.85 1.85Store Room Self 4 4.40 17.60

222.79Basic rate = 242.00 222.79 254.10Area Weightage 5% = 12.10Total Cost = 254.10/Rmt

First FloorHand Wash 1 3.60 3.60

1 1.80 1.801 2.97 2.97

Basic rate = 242.00 8.37Lifting Charges = 1.50 8.37 255.68Area Weightage 5% = 12.175Total Cost = 255.675/Rmt

59

Sqm

Ground FloorWashing Slab 6 0.60 0.75 2.70Basic rate = 1635.00 2.70 1716.75Area Weightage 5% = 81.75Total Cost = 1716.75/Sqm

60Nos 8 8.00 1500.00

Ground FloorFirst Floor Nos 5 5.00 1500.00

61

Ground FloorColumn footing Qnt 136.09 60.00 8165.68

Column 31.22 360.00 11239.94

Plinth Beam 20.69 175.00 3620.75

Lintel 10.35 175.00 1811.25

Chejja 3.29 50.00 164.70

Providing half nosing for 40mm thick granite slab using required machinery including cost and conveyenece of all materilas, labours for all item of work, HOM of equipement etc.., complete as per specification (page No 116-Item No 14.54)

Providing and Fixing Sadrahalli Grey Granite in CM 1:4 proportion, cut to required shape patternwith paper joint,finished with cement moratr using white cement and color pigment, to match the color of slab making through jointing with sealent grooves in including cost of curing (Page No 116-Item No 14.61)

Proving and Fixing Kitchen Stainless steel Sink(0.75x0.6(MR))

Providing TMT steel reinforcement for R.C.C work including Strenthening cutting, bending. hooking, placing in position, lapping / or welding wherever required, tying with binding wire and anchoring to adjoining member wherever necessary complete as per design(lap and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification.(Page no 16-Item no 4.46)


Roof Slab 111.34 70.00 7793.80

Roof Beam 39.28 220.00 8641.60

Stairecase 2.07 175.00 362.25

41799.97

Basic rate = 5969.00 418.00Area Weightage 5% = 298.45 418.00 6267.45

Total Cost = 6267.45/Qnt

First FloorColumn Qnt 23.28 360.00 8379.35

Lintel 12.83 175.00 2245.25Chejja 3.19 50.00 159.30

Roof Slab 105.50 70.00 7385.00Roof Beam 36.59 220.00 8049.80Stairecase 2.07 175.00 362.25

26580.95Basic rate = 5969.00 265.81Lifting Charges = 34.00 265.81 6303.15Area Weightage 5% = 300.15Total Cost = 6303.15/Qnt

62

Ground FloorGround Floor Open To Sky area Cum 1 7.90 9.01 0.15 10.68Basic rate = 786.00 10.68 825.30Area Weightage 5% = 39.30Total Cost = 825.30/Sqm

63

Ground FloorOpenTO Sky Area Sqm 1 7.90 9.01 71.18

71.18 730.80Basic rate = 696.00Area Weightage 5% = 34.80Total Cost = 730.80Smt

64 Cinder Filling for Toilet portion Sunkun Area (MR) Cum 1 8.27 4.94 40.851cum cinder =900.40 40.85 1058.40

Total = 1058.40Cum

Providing and filling sand in foundation fo road pathway required depth of subsoil including watering, ramming with all lead and lifr complete as per specification (Page No 6-Item No 2.13)to Below Paver Block

Providing and Laying heavt duty cobble stone 75mm thick interlock pavers using cement and course sand for manufactured of blocks of approved size, shape and approved colour wih a minimum compressive strength of 281kg per sqm over 50mm thick sand bed (average thickness) and compacting with plate vibrator having 3 tons compaction force thereby forcing part of sand underneath to come up in between joints,final compaction of paver surface joints into its final level, including cost of materials, labours and HOM of machinaries complete as per specification(Page No 88- Item No 14.70)

Transportaion, loading unloading and lifting charges =158.00


Sqm 2 39.89 1.52 121.272 21.41 1.52 65.09

Basic rate = 369.00 1 7.87 1.52 11.96Area Weightage 5% = 18.45 2 4.50 1.52 13.68Total Cost = 387.45Smt 211.99

211.99 387.45

66 Providing Water Tank (Washing Area) LS1

Sqm 2 1.20 0.90 2.16Basic rate = 640.00 2 1.50 0.90 2.70Area Weightage 5% = 32.00 4.86Total Cost = 672.00/Sqm 4.86 672.00

2

Sqm 4 1.20 0.90 4.324 1.50 0.90 5.402 1.20 0.15 0.36

Basic rate = 146.00 2 1.50 0.15 0.45Area Weightage 5% = 7.30 1 1.20 0.90 1.08Total Cost = 153.30/Sqm 11.61

11.61 153.30

67

GF Nos 4 4.00 750.00FF Nos 4 4.00 750.00

68Nos 6 6.00 1000.00

69Ltr 2 1500 3000.00

Toilet using for syntex 1 1000 1000.004000.00 6.00

70 BESCOM and Tranceformer Charges LS

71Nos 6 6.00 1000.00

72

LS

Providing and Laying Flooring 40mm thick with an under layer of 30mm thick 1:2:4 Cement voncrete using broken granite metal of 12.5mm normal size and top layer of 10mm thick plaster with cement mortar 1:3, finished with floating of neat cement including cost of materilas, labour, curing etc,.., complete a sper specification(page nO 89-Item No 14.10)(Flagging Concrete)

Providing and Constructing precast concrete solid block with compressive strength not less than 35Kg/Sqm with cement mortar 1:4 masonry (quion, Jamb, Closer Blocks) with solid concrete blocks of size 40x20x20CMS confiming to IS 2185-1965 in super struture including cost of materials, labour charges, scaffolding, curing compete as per specification .(Pg no 24-Item No 5.27)


Supplying and Fixing Towel rod for bathroom including fixtures etc.., complete

Providing and Fixing L angle and tieing with GI wire for cloth drying etc..,

Supplying and Fixing 2 nos 1500ltr capacity syntex water tank of 2 layer


Supplying and fixing 1500 ltr capacity solar water heater made newtech or solar raise (1 nos-1000ltr capacity and 1 no 500ltr capacity)(MR)


Nos 6 6.00 1000.00

Head Room74

C5 Cum 4 0.20 0.45 3.30 1.191.19 4962.3


75

sqm 4 1.30 3.30 17.16Basic rate = 291.00 17.16 347.55Lifting Charges = 40.00Area Weightage 5% = 16.55Total Cost = 347.55/Sqm

76

Roof Ht 3.15-Roof Beam 0.45-Lintel 0.2=2.50M Sam 2 4.40 2.50 22.002 4.68 2.50 23.402 5.00 0.45 4.502 5.08 0.45 4.57

54.47Deduction For openingD 1 1.06 2.10 2.23W 1 1.80 1.20 2.16

4.3950.09

54.47-4.39=50.09 50.09 672.00Basic rate = 640.00Area Weightage 5% = 32.00Total Cost = 672.00/Sqm


Providing and Laying in position reinforced cement concrete of design mix M20 with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth and ground level for roof slab, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, anchor hooks plain window cill, fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)

Providing and removing centering, shuttering, strutting, propping, etc.., for columns, pillars, piers, abutment, post and struts, square / rectangular /poltgon in plan including cost of all materials, labour complete as per specification. (Page no 17-Item no 4.32)

Providing and Constructing precast concrete 8" solid block with compressive strength not less than 35Kg/Sqm with cement mortar 1:4 masonry (quion, Jamb, Closer Blocks) with solid concrete blocks of size 40x20x20CMS confiming to IS 2185-1965 in super struture including cost of materials, labour charges, scaffolding, curing compete as per specification (Pg no 24-Item No 5.27)


Cum 1 2.1 0.2 0.075 0.030.03 4962.30


78

Cum 2 4.40 0.20 0.20 0.352 4.68 0.20 0.20 0.37

0.730.73 4962.30


79

Sqm 2x2 4.40 0.20 3.522x2 4.68 0.20 3.74

7.267.26 263.55



Providing and Laying in position reinforced cement concrete of design mix M20 CC 1:1.5:3with OPC cement @ 320Kgs with 20mm and down size graded granite metal course aggregate @ 0.878cum and fine aggregate @ 0.459cum, with superplastisiser @ 3ltr confirming to IS 9103-1999 Reaffirming 2008, machine mixed, concrete laid in layers not exceeding 15cms thick, vibrated for all works in foundation plinth Beam and ground level for roof slab, stairecase, lintels, retaining wall , return wall, wall (any thickness) including attahed plasters, column , piers, abutmentspillers, posts, struts, buttresses, string or laceing courses, parapets, coping, bed blocks, anchor hooks plain Lintel fillets, etc.., including cost of all materials, Labours, HOM of Machineries, curing complete as per specification (Page No 13-Item Ni 4.11)

Providing & removing centering & shuttering , strutting, propping, etc.., & removal of form work for sides & soffit of Plinth beams. Beam haunching, cantiliver girder, bressumers, lintels, not exceeding 1m in depth including cost of all materials, Labours, complete as per specification. (Pg No 17-Item No 4.34)


Sqm 1 2.10 0.60 1.261 1.36 0.60 0.82

2.08Basic rate = 384.00 2.08 409.50Lifting Charges = 6.00Area Weightage 5% = 19.50Total Cost =409.50/Sqm

81

Sqm 1 2.1 0.75 1.581 1.36 0.75 1.02

Basic rate = 210.00 2.60Lifting Charges = 40.00 2.60 262.50Area Weightage 5% = 12.50Total Cost =262.50/Sqm

82

Sqm 1 5.60 5.68 31.81Basic rate = 396.00 31.81 415.80Area Weightage 5% = 19.80Total Cost = 415.80

83

Room Door Cum 1X2 0.125 0.08 2.30 0.041X2 0.125 0.08 1.21 0.02

Basic rate = 66651.00 0.07Area Weightage 5% = 3332.55 0.07 69983.55Total Cost = 69983.55/Cum

84

Sqm 1 1.06 2.1 2.232.23 2058.35

Door Shutter-23.96sqftx95.00= 2276.20Door Lock 1no x475 = 475.00SS Hinges 3nos x85.00 = 255.00 SS Toewrbolt 2nos x120.00= 240.00SS Handle 2nos x 120.00 = 240.00SS Aldrop 1nosx 420.00 = 420.00PVC Door Safety = 25.00

Providing and laying in position Reinforced cement concrete of design mix M20 with OPC cement @ 27.20kgs with 12mm & down size graded granite metal coarse aggregates @ 0.5865cum and fine aggrefates @0.391cum, with superplastisiser @0.225ltrs,machine mixed, well compacted for plain chejja of 8.5cm average thickness upto ground floor level including cost of all materials, labour, HOM of machinery finishing, curing complete as per specification.(Pg no 1-item No 4.20)

Providing and removing of centering shuttering, strutting, propping etc.., for chejja corbels etc.., including edges, including cost of materials, labours complete as per specification. (Pg no 17-I no 4.37)

Providing and Laying to required line and slope roofing semi-corrugated (Tafford) AC Sheet 6mm thick fixed with galvanised iron J or L hhoks, bolts, and nuts 8mm dia CI plain and Bitumen Washer over the existing perlins, rafters and trusses including cost of materials, labours, complete a sper specification (Page No 51-Item No 8.6)

Providing wood frame of Doors, windows, clestory windows, ventilators and other frame,wrought, framed or assembled including making plaster grooves, (excluding cost of cement plaster and side clamps)but including cost of materials, Labours, HOM of Machineries complete as per specification (P.No 45-Item No 9.10)(Honne Wood Frames)

Providing and Fixing Readymade flush shutter 30mm thick including all necessary fixtures are Stainless steel (3 nos hinges, 2nos tower bolt, 1 no door lock, two handles front and back, screws, aldrop) etc.., complete

S.no Particulars Unit. Nos L B D Qty Rate.Screws, bolts and Nut = 50.00 Labour 23.96sftx20.75 = 497.17

2058.35/Sqm

85

W sqm 1 1.80 1.20 2.162.16

2.16x2.1kg/sqmt 45.3645.36 83.685

Basic rate = 74.70Lifting Charges = 5.00Area Weightage 5% = 3.985Total Cost = 83.685/Kg

86

W Sqm 1 1.8 1.2 2.162.16 3155.25

Basic rate = 3000.00Lifting Charges = 5.00Area Weightage 5% = 150.25Total Cost = 3155.25sqm

87

Sqm 2 8.68 3.00 52.08Deduction for openingD 1 1.06 2.10 2.23W 1 1.80 1.20 2.16

4.39Basic rate = 146.00 2.19Lifting Charges = 7.00 49.89Area Weightage 5% = 7.65 49.89 160.65Total Cost = 160.65/Sqm


KSRB7.19:Providing & fixing MS grill work for windows and Ventilators weighing 21 kg/sqm using MS flats, or MS square rods, or combination of MS Flats and square rods as per approved design, drawing including cutting steel sections and welding the same to required pattern with a coat of red primer, cost of materials, fixtures, labour and HOM of machinary complete as per specifications Specification No. KBS 7.12 (p,no.37/ I. no.7.9)

Providing and fixing in position anodized alluminium windows and ventilators as per approved drawings with sliding shutters using double track windows frame section of size 61.85x31.75mm . With 1.2mm thick, bottom section weight 0.695 kg/m, sides and tops section 1.3mm. Thick weight 0.659kg/m; and shutter comparising top and bottom section of size 40mmx18mm, 1.25mm thick 0.417 kg/m; shutter out side 40mmx18mm, 1.25 mm.thick,1.1mm thick weight 0.41kg/m, shutter interlock section 40mmx26mm, 1.1mm thick, weight 0.469kg/m the shutter mounted on nylon rollers with approved quality of fixtures such as alluminium handles tower bolts etc..,; and providing and fixing 5.5mm thick plain glass for shutter fitted with rubber beading cutting to required leangth, joints mitred subdividing the frame tennoned and rivitted in the assembled frame stiffness with end clips at corner angles etc..,and fixing to walls, lintels,floor beam, cills as the case may be with necessary steel screws, raul plugs, or teak wood gatties including cutting masonry or concrete and making the good the original surface using cement mortar, alluminium section pretreatd for remopval of any Specification NO KBS(Page no 37 Item no 7.10.2)



88

Sqm 49.89Basic rate = 16.40 49.89 24.57Lifting Charges = 7.00Area Weightage 5% = 1.17Total Cost = 24.57Sqm

89

Sqm 2 4.40 4.25 37.402 5.04 4.25 42.84

80.24Deduction for openingD 1 1.06 2.10 2.23W 1 1.80 1.20 2.16

4.39Basic rate = 146.00 2.19Lifting Charges = 7.00 78.05Area Weightage 5% = 7.65 78.05 160.65Total Cost = 160.65/Sqm

90

inside and ceiling Sqm 49.8949.89 64.47

Basic rate = 58.40Lifting Charges = 3.00Area Weightage 5% = 3.07Total Cost = 64.47Sqm

91

49.891sqmt utilised for asian putty finishing= 1kg=60.00 49.89 120.00Labour charges 1smtx 48.44 =48.44

Total 120.00/Sqm

91

Sqm 78.0578.05 64.60

Total 64.60/Sqm

Providing a lime rendering for plastering to a wall and ceiling,including cost of materials, labours, curing complete as per specification.(Pg No 121-Item No 15.33)

Providing 18mm thick cement plaster in single coat with cement mortar 1:4, to brick masonry including rounding of corners wherever required smooth dering,providing and removing scaffolding, including cost of all materials, labours, curing, complete as per specification. (PgNo 120-I no 15.16)(outside)

Providing and applying two coats with oilbound wahable distemper of approved brand and shade on wall surface including priming coat with distemper primer after throughly brooming the surface free frommortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of material, labour complete as per specifications.(Page No12 I.No.15.49.1)

Providing and applying two coat glazed putty finishingbrooming the surface free frommortar drops and other foreign matter including preparing the surface even and sand paper smooth, cost of material, labour complete as per specifications (MR)


Providing Birla white washing to new wall surface in two coat with lime of approved quality, to givean even shade including cost of materials, labours, complete as per specification. (MR)



92

Sqm 78.05Labour charges 1smtx 37.67 =37.67 78.05 184.23

Total 184.23/Sqm

93

D Sqm 1x2 1.06 2.10 4.45W 1x2 1.80 1.20 4.32


94

Column Qnt 1.19 360.00 428.40Lintel 0.73 175.00 127.75Chejja 0.16 50.00 7.80

563.95Basic rate = 5969.00 5.64Lifting Charges = 68.00 5.64 6338.85Area Weightage 5% = 301.85Total Cost = 6338.85/Qnt

TotalLabour Cess @ 1%

Administration Charges 5%Miscellaneous

Grand Total(Rupees One Crore and Ninety Five Lakhs and Eighty One Thousand Only)


Govt of Karnataka

Providing and finishing external walls in two coats with water proof cement paint(ACE) of approved brand and shade to give an even shade after throughly brooming the surface to remove all dirt and loose powdered material, free from mortar drops and other foreign matter cost of material, labour, complete as per specifications.(MR)

Ace Paint Two Coat finishing 1sqmt used paint =1kg 1kg =135.00



Providing TMT steel reinforcement for R.C.C work including Strenthening cutting, bending. hooking, placing in position, lapping / or welding wherever required, tying with binding wire and anchoring to adjoining member wherever necessary complete as per design(lap and wastage shall not be measured and paid) cost of materials, labour, HOM of machinery complete as per Specification.(Page no 16-Item no 4.46)

GOVT OF KARNATAKA

Bellary Circle PWD SR Rates-2011-12 150KN/SQMMAmount. 2011-12

28240.07


Amount. 2011-12

118125.70

Amount. 2011-12

477920.23

17158.01

661029.96

Amount. 2011-12

4.654.8

4.954.754.75

4.64.55

4.5754.575

50820.63

1.85 0.6661.85 1.1661.85 0.6661.85 0.6661.85 1.9981.85 0.6661.85 1.5471.85 0.6971.85 1.5681.85 1.2651.85 0.562

11.467

Amount. 2011-12

113126.52

97312.24

2.25

Amount. 2011-12

105008.37

Amount. 2011-12

96884.12

100497.54

Amount. 2011-12

49052.33

22910.27

Amount. 2011-12

192558.05

130468.21

Amount. 2011-12

25671.65

69743.60

Amount. 2011-12

511291.20

695036.16

17571.36

Amount. 2011-12

19767.16

4274.42

5253.49

Amount. 2011-12

50273.06

62992.73

23577.35

31914.73

Amount. 2011-12

17708.54

17261.75

12255.39

10258.92

Amount. 2011-12

190794.74

179649.58

Amount. 2011-12

80774.91

88610.79

Amount. 2011-12

10054.61

10163.29

2304.67

2497.06

Amount. 2011-12

540811.78

517983.90

209541.15

Amount. 2011-12216036.34

256144.27

232128.62

222032.33

Amount. 2011-12

20264.79

79081.41

65784.54

10493.98

Amount. 2011-12

69325.23

64138.19

30041.93

33809.09

Amount. 2011-12

126895.28

164846.86

Amount. 2011-12242676.00

305300.21

106870.50

25895.96

220854.41

Amount. 2011-12

Amount. 2011-12

277201.66

Amount. 2011-12

269645.38

31137.72

35892.60

104541.40

Amount. 2011-12

131637.67

95069.06

Amount. 2011-12

87853.25

11901.78

12998.36

570192.13

Amount. 2011-12

713087.00

46547.84

55668.78

Amount. 2011-12

192536.76

4266.80

12051.64

3253.15

Amount. 2011-12

34442.68

34507.02

8725.37

Amount. 2011-12

534722.43

158345.39

127956.44

Amount. 2011-12139487.27

250404.00

266133.60

125633.81

154493.44

44053.32

54172.91

Amount. 2011-12

19821.49

27754.80

174664.35

Amount. 2011-12

9103.59

56610.94

2140.00

4635.23

12000.00

7500.00

Amount. 2011-12

2619794.10 250

1675440.30

8814.20

52018.34

43235.64

Amount. 2011-12

82135.53

3265.92

1779.81

3000.003000.00

6000.00

24000.00

450000.00

6000.00

250000.00

Amount. 2011-12

6000.00

5905.14

5963.96

33660.48

Amount. 2011-12

148.87

3622.48

1913.37

Amount. 2011-12

851.76

682.50

13226.60

4898.85

4590.12

Amount. 2011-12

3795.95

6815.34

8014.83

Amount. 2011-12

1225.80

12538.73

3216.41

5986.80

5042.03

Amount. 2011-12

14379.15

678.67

35751.11

18471953.99184719.54923597.70

728.77

19581000.00 19581000 0.000019972000 391000.00


Govt of Karnataka

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