d market rate analysis building

C.A. NO. DG MAP/PHASE-II/PATIALA/PKG-9 OF 2008-09RATE ANALYSIS FOR BUILDING ITEMS

MARKET RATE ANALYSIS

S.NO. Description Unit Quantity Rate Amount

1

(a) Hard / dense soil.Details of cost for 100 sqm. And average depth 15cmLabourBeldars day 7.20 160.00 1152.00coolies day 6.00 130.00 780.00total 1932.00add 1% for water charges 19.32total 1951.32add 17.5% for contractor's profit and overheads 341.48cost of 100 sqm 2292.80cost of 1 sqm 22.93

2

Details of cost for 10 cumLabour-Mazdoor Day 5.50 140.00 770.00T & P @ 2 % 17.60Sudries & contingencies @ 3 % 26.40TOTAL 814.00Add 1 % for water charges 8.14TOTAL 822.14Add 17.5 % for contractor's profit and overheads 143.87Cost of 10 cum 966.01Cost of 1 cum 96.60Say 96.60

3Details of cost for 10 cumLabourMate day 0.2 190 38.00cooleies day 2.50 140.00 350.00bhishti dat 0.20 160.00 32.00total 420.00add 1% for water charges 4.20total 424.20add 17.5% for contractor's profit and overheads 74.24cost of 10 cum 498.44cost of 1 cum 49.84

Surface excavation not exceeding 30 cm deep and averaging 15 cm deep and getting out in following types of soils complete all as specified and as directed by Project Manager: -

Excavation in trenches not exceeding 1.5 m wide and not exceeding 1.5 m in depth for foundation etc. or for shaft, wells, cesspits, manholes, pier holes,etc. not exceeding 10 sqm. On plan and not exceeding 1.5 m in depth and getting out as in soft/loose soil complete all as specified.

Returning, filling in soil, including spreading, levelling, watering and well ramming in layers not exceeding 25 cm complete all as specified and as directed by Project Manager.




4

Details of cost for 10 cumLabourBeldars day 2.2 130 286.00coolies day 3.6 130 468.00bhishti day 0.4 130 52.00

hire charges day 0.012 1000 12.00chowkidar day 0.012 130 1.56diesel litre 0.2 30.25 6.05carriage of diesel quintal 0.002 5.32 0.01sundries L.S. 2.73 1 2.73total 828.35add 1% for water charges 8.28total 836.63add 17.5% for cnotractor's profit and overheads 146.41cost for 10 cum 983.05cost for 1 cum 98.30SAY

5Treating the bottom and sides of excavation (upto 450 mm below the backfilled earth top level)

Details of cost for 10 sqmMeterials-

Chlorpyriphos 1% concentration =10.0x1.0x5.0 = 50 literes

Chlorpyriphos 20% E.C. required 50/20 = 2.5 literes. Lit. 2.50 230.00 575.00

Labour-Beidar (for drilling holes and injecting chemical) Day 0.30 150.00 45.00

L.S 35.88TOTAL 655.88Add 1 % for water charges 6.56TOTAL 662.44Add 17.5 % for contractor's profit and overheads 115.93Cost of 10 sqm 778.37Cost of 1 sqm 77.84Say 78.00

Removing excavated material (soil) exceeding 250 metre but not exceeding 500 metre and depositing where directed at a level not exceeding 1.5 metre above the starting point complete all as specified and as directed by Project Manager.

roller charges (one roller does 1850 sqm of consolidation per day)

Sundries and rent of a sprayer and mortar and making good the holes




6

Details of cost for 10 sqmMeterials-Chlorpyriphos 1% concentration =10.0x7.5 = 75 literes Lit. 3.75 230.00 862.50Chlorpyriphos 20% E.C. required 75/20 = 3.75 literes. Labour-Beidar (for drilling holes and injecting chemical) Day 1.50 150.00 225.00

L.S 35.88 1.00 35.88TOTAL 1123.38Add 1 % for water charges 11.23TOTAL 1134.61Add 17.5 % for contractor's profit and overheads 198.56Cost of 10 sqm 1333.17Cost of 1 sqm 133.32Say 133.00

7Details of cost for 10 sqmMeterials-

Chlorpyriphos 1% concentration =10.0x1.0x5.0 = 50 literes

Chlorpyriphos 20% E.C. required 50/20 = 2.5 literes. Lit. 2.50 230.00 575.00


L.S 35.88TOTAL 655.88Add 1 % for water charges 6.56TOTAL 662.44Add 17.5 % for contractor's profit and overheads 115.93Cost of 10 sqm 778.37Cost of 1 sqm 77.84Say 78.00

Treating the backfill in contact with foudation using chemical emusion at the rate of 7.5 liters of emulsion per sqm of surface complete all as specified.


Top surface of back filled earth using chemical emulsion at the rate of 5 liters of emulsion per sqm of surface complete all as specified.





8

Treating the soil under plinth protection at the rate of 5 litres of emulsion per sqm of surface area

Details of cost for 10 sqmMeterials-

Chlorpyriphos 1% concentration =10.0x1.0x5. = 50 litres

Chlorpyriphos 20% E.C. required 50/20 = 2.5 literes. Lit. 2.5 230 575.00

Labour-Beidar (for drilling holes and injecting chemical) Day 0.3 150 45.00

L.S 35.88 1 35.88TOTAL 655.88Add 1 % for water charges 6.56TOTAL 662.44Add 17.5 % for contractor's profit and overheads 115.93Cost of 10 sqm 778.37Cost of 1 sqm 77.84Say 78.00

9

Details of cost for 10 Rm or 10x1x.5 = 5sqmMeterials-

Chlorpyriphos 20% E.C. required 22.50/20 = 1.125 literes. Lit. 1.13 230.00 258.75


L.S 35.88 1.00 35.88TOTAL 407.13Add 1 % for water charges 4.07TOTAL 411.20Add 17.5 % for contractor's profit and overheads 71.96Cost of 10 RM 483.16Cost of 1 RM 48.32Say 48.00


Along the external wall using chemical emulsion at the rate of 2.25 literes of emulsion per Rm of wall complete all as specified.

Chlorpyriphos 1% concentration =10.0x1.0x2.25 = 22.50 literes





101:4:8 ( 1 cement : 4 coarse stone : 8 graded stone aggregate 40mm nominal size. )Details of cost for 1 cum.

Meterials-Stone aggregate 40mm Cum 0.65 750 487.50Stone aggregate 20mm Cum 0.24 775 186.00Carriage of aggregate Cum 0.89 53.21 47.36Coarse sand Cum 0.47 700 329.00Carriage of coarse sand Cum 0.47 53.21 25.01cement Tonne 0.17 5200 884.00Carriage of cement Tonne 0.17 47.29 8.04

Labour-Mason Day 0.10 190.00 19.00Beldar Day 1.63 150.00 244.50Bhisthi Day 0.70 150.00 105.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Sundries 13.52TOTAL 2418.92Add 1 % for water charges 24.19TOTAL 2443.11Add 17.5 % for contractor's profit and overheads 427.54Cost of 1 cum. 2870.66Say 2871.00

111:5:10 ( 1 cement : 5 coarse stone :10 graded stone aggregate 40mm nominal size. )Details of cost for 1 cum.


Labour-Mason Day 0.10 190.00 19.00Beldar Day 1.63 150.00 244.50Bhisthi Day 0.70 150.00 105.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Sundries 13.52TOTAL 2209.03Add 1 % for water charges 22.09TOTAL 2231.12Add 17.5 % for contractor's profit and overheads 390.45Cost of 1 cum. 2621.57

Provideing and laying cement concrete under rafts, in footing, bases of columns, under floors etc. including the cost of centering and shuttering, at all levels and floors.

Provideing and laying cement concrete under rafts, in footing, bases of columns, under floors etc. including the cost of centering and shuttering, at all levels and floors.



S.NO. Description Unit Quantity Rate AmountSay 2622.00

12Details of cost for 1 cum.

Meterials-Stone aggregate 20mm Cum 0.67 775.00 519.25stone aggregate 10mm Cum 0.22 790.00 173.80Carriage of aggregate Cum 0.89 53.21 47.36Coarse sand Cum 0.44 700.00 308.00Carriage of coarse sand Cum 0.44 53.21 23.41cement Tonne 0.32 5200.00 1664.00Carriage of cement Tonne 0.32 47.29 15.13

Labour-Mason Day 0.20 190.00 38.00Beldar Day 1.63 150.00 244.50Bhisthi Day 0.90 150.00 135.00Carpenter 2nd class Day 4.00 200.00 800.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Vibrator Day 0.07 500.00 35.00Sundries L.S 13.52 1.00 13.52TOTAL 4086.97Add 1 % for water charges 40.87TOTAL 4127.84Add 17.5 % for contractor's profit and overheads 722.37Cost of 1 cum. 4850.21Say 4850.00

13Provideing cement concrete Type C1 (1:3:6) 20mm graded agregate in back portions of steel door frames

Details of cost for 1 cum.Meterials-Stone aggregate 20mm Cum 0.70 775.00 542.50stone aggregate 10mm Cum 0.24 790.00 189.60Carriage of aggregate Cum 0.94 53.21 50.02Coarse sand Cum 0.44 700.00 308.00Carriage of coarse sand Cum 0.44 53.21 23.41cement Tonne 0.22 5200.00 1144.00Carriage of cement Tonne 0.22 47.29 10.40

Labour-Mason Day 0.20 190.00 38.00Beldar Day 1.65 150.00 247.50Bhisthi Day 0.90 150.00 135.00Carpenter 2nd class Day 4.00 200.00 800.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Vibrator Day 0.07 500.00 35.00Sundries L.S 13.52 1.00 13.52TOTAL 3606.95Add 1 % for water charges 36.07TOTAL 3643.02

Provideing cement concrete Type B1 (1:2:4) 20mm graded agregate in lintels, hold fast PCC cills, steps, parapets, railing upto 60cm in height, copings etc.



S.NO. Description Unit Quantity Rate AmountAdd 17.5 % for contractor's profit and overheads 637.53Cost of 1 cum. 4280.55Say 4281.00

141:4:8 ( 1 cement : 4 coarse stone : 8 graded stone aggregate 40mm nominal size. )Details of cost for 10 Sqm


Labour-Mason Day 0.70 190.00 133.00Beldar Day 2.21 150.00 331.50Bhisthi Day 0.90 150.00 135.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Sundries 13.52TOTAL 2649.92Add 1 % for water charges 26.50TOTAL 2676.42Add 17.5 % for contractor's profit and overheads 468.37Cost of 10 Sqm 3144.80Cost of 1 Sqm 314.48Say 314.00

151:4:8 ( 1 cement : 4 coarse stone : 8 graded stone aggregate 40mm nominal size. )Details of cost for 10 Sqm


Labour-Mason Day 0.600 190.00 114.00Beldar Day 1.950 150.00 292.50Bhisthi Day 0.800 150.00 120.00Mixer operater Day 0.055 200.00 11.00Mixer Day 0.055 800.00 44.00Sundries 13.52TOTAL 2070.20Add 1 % for water charges 20.70

Material and labour for cement concrete 100mm thick, type D2 1:4:8 (40mm graded aggregate) in sub-bases of garages and ramps

Material and labour for cement concrete 75mm thick, type D2 1:4:8 (40mm graded aggregate) in sub-bases of rooms of ground floor



S.NO. Description Unit Quantity Rate AmountTOTAL 2090.90Add 17.5 % for contractor's profit and overheads 365.91Cost of 10 Sqm 2456.81Cost of 1 Sqm 245.68Say 246.00

16Details of cost for 10 sqm


Labour-Mason Day 0.90 190.00 171.00Beldar Day 2.21 150.00 331.50Bhisthi Day 0.95 150.00 142.50Carpenter 2nd class Day 4.00 200.00 800.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Vibrator Day 0.07 500.00 35.00Sundries L.S 13.52 1.00 13.52TOTAL 4314.47Add 1 % for water charges 43.14TOTAL 4357.62Add 17.5 % for contractor's profit and overheads 762.58Cost of 1 cum. 5120.20

512.02Say 512.00

17Details of cost for 10 SqmMeterials-Stone aggregate 20mm Cum 0.52 775.00 406.87stone aggregate 10mm Cum 0.18 790.00 142.20Carriage of aggregate Cum 0.70 53.21 37.51Coarse sand Cum 0.33 700.00 231.00Carriage of coarse sand Cum 0.33 53.21 17.56cement Tonne 0.17 5200.00 858.00Carriage of cement Tonne 0.17 47.29 7.80Labour-Mason Day 0.90 190.00 171.00Beldar Day 2.21 150.00 331.50Bhisthi Day 0.95 150.00 142.50Carpenter 2nd class Day 4.00 200.00 800.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Vibrator Day 0.07 500.00 35.00

Provideing cement concrete 100 mm thick Type B1 (1:2:4) 20mm graded agregate in bases of floorings for garages, ramps, rooms of ground floor.

material and labour for cement concrete 75mm thick, type C2 1:3:6 (20mm graded aggregate) in floors (plinth protection) at GF



S.NO. Description Unit Quantity Rate AmountSundries L.S 13.52 1.00 13.52TOTAL 3264.47Add 1 % for water charges 32.64TOTAL 3297.11Add 17.5 % for contractor's profit and overheads 577.00Cost of 10 sqm 3874.11Cost of 1 sqm 387.41Say 387.00



Labour-Mason Day 0.70 190.00 133.00Beldar Day 1.80 150.00 270.00Bhisthi Day 0.90 150.00 135.00Carpenter 2nd class Day 4.00 200.00 800.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Vibrator Day 0.07 500.00 35.00Sundries L.S 13.52 1.00 13.52TOTAL 2144.26Add 1 % for water charges 21.44TOTAL 2165.70Add 17.5 % for contractor's profit and overheads 379.00Cost of 10 Sqm 2544.70

254.47Say 254.00

19Details of cost for 1 cum.

Meterials-stone aggregate 40mm Cum 0.52 750.00 390.00stone aggregate 20mm Cum 0.22 775.00 170.50stone aggregate 10mm Cum 0.11 790.00 86.90Carriage of aggregate Cum 0.85 53.21 45.23Coarse sand Cum 0.44 700.00 308.00Carriage of coarse sand Cum 0.44 53.21 23.41cement Tonne 0.32 5200.00 1664.00Carriage of cement Tonne 0.32 47.29 15.13

Labour-Mason Day 0.20 190.00 38.00

Material and labour for cement concrete 25mm thick, type B1 1:2:4 (20mm graded aggregate) in floor bases at first floor, terraces, upper floor finishing bases.

Material and labour for cement concrete type B2 1:2:4 (40mm graded stone aggregate) in surface channels and drains (in first manholes)



S.NO. Description Unit Quantity Rate AmountBeldar Day 1.63 150.00 244.50Bhisthi Day 0.90 150.00 135.00Carpenter 2nd class Day 4.00 200.00 800.00Mixer operater Day 0.07 200.00 14.00Mixer Day 0.07 800.00 56.00Vibrator Day 0.07 500.00 35.00Sundries L.S 13.52 1.00 13.52TOTAL 4039.19Add 1 % for water charges 40.39TOTAL 4079.59Add 17.5 % for contractor's profit and overheads 713.93Cost of 1 cum. 4793.51Say 4794.00

20

cost for 10 sqmlabour for making channelmason day 0.35 180.00 63.00coolie day 0.35 140.00 49.00cement tonne 0.044 5800.00 255.20cement carriage tonne 0.044 47.29 2.08mason day 0.27 180.00 48.60coolie day 0.27 140.00 37.80sundries L.S. 8.03 1.00 8.03total 463.71add 1% for water charges 4.64total 468.34add 17.5% for contractor's profit and overheads 81.96cost for 10 sqm 550.31cost for 1 sqm 55.03

21Details of cost for 10 SqmLabour-Mason Day 0.36 190.00 68.40Beldar Day 0.36 150.00 54.00chequered plate etc. LS 1.00 15.00 15.00TOTAL 137.40Add 1 % for water charges 1.37TOTAL 138.77Add 17.5 % for contractor's profit and overheads 24.29Cost of 10 sqm 163.061 sqm 16.31Say 16.00

22M&L for making chequers of approved pattern on cement concrete floors, steps, landing pavement etc.

Details of cost for 10 SqmMeterials-brick aggregate 63 mm Cum 15.65 1800.00 28170.00Labour-

Extra for forming fair finished drain or channel 30 cm inner girth in cement concrete, using extra cement, including forms, moulds, mitred / stopped ends etc. complete all as specified and as directed by Project Manager.

M&L hardcore broken bricks of gauge n exc 63mm deposited, spread and levelled in layers and exc 15cmm thick, watered and rammed to a true surface in ramps, plinth protection and roof tup.



S.NO. Description Unit Quantity Rate AmountMazdoor Day 6.00 160.00 960.00TOTAL 29130.00Add 1 % for water charges 291.30TOTAL 29421.30Add 17.5 % for contractor's profit and overheads 5148.73Cost of 10 cum 34570.03Cost of 1 cum 3457.00Say 3457.00




23Details of cost for 1 cum.Meterials-Stone aggregate 20mm Cum 0.7 775.00 542.50Stone aggregate 10mm Cum 0.24 790.00 189.60Carriage of aggregate Cum 0.94 53.21 50.02Coarse sand Cum 0.47 700.00 329.00Carriage of coarse sand Cum 0.47 53.21 25.01cement Tonne 0.41 5200.00 2132.00Carriage of cement Tonne 0.41 47.29 19.39

Plasticizer .50% of cement Kilogram 2.05 85.00 174.25

Production cost of concrete by batch mix plant. Cum 1.000 250.00 250.00Pumping charges of concrete Cum 1.000 100.00 100.00Labour-Mason Day 0.17 190.00 32.30Beldar Day 1.50 160.00 240.00Bhisthi Day 0.80 160.00 128.00Vibrator Day 0.07 500.00 35.00Sundries L.S 13.52 2.60 35.15TOTAL 4282.22Add 1 % for water charges 42.82TOTAL 4325.04Add 17.5 % for contractor's profit and overheads 756.88Cost of 1 cum. 5081.92Say 5082.00

24Details of cost for 1 cum.Meterials-Stone aggregate 20mm Cum 0.57 775.00 441.75Stone aggregate 10mm Cum 0.28 790.00 221.2Carriage of aggregate Cum 0.85 53.21 45.2285Coarse sand Cum 0.43 700.00 301Carriage of coarse sand Cum 0.43 53.21 22.8803cement Tonne 0.41 5200.00 2132Carriage of cement Tonne 0.41 47.29 19.3889


Production cost of concrete by batch mix plant. Cum 1.000 250.00 250Cariage cost of transit mixer Cum 1.000 120.00 120Pumping charges of concrete Cum 1.000 50.00 50Labour-Mason Day 0.17 220.00 37.4Beldar Day 1.50 160.00 240Bhisthi Day 0.80 160.00 128Vibrator Day 0.07 500.00 35Sundries L.S 13.00 2.60 33.8

M&L for reinforced cement ocncrete (design mix M-25, 20mm graded aggregate) in foundations, including rafts, footings, foundation beams, plinth beams, bases for columns, etc

Production cost, pumping to respective floors and laying in position

Providing reinforced cement concrete M 25 design mix in wall retaining walls, basement walls, ballast walls and like ; any thickness above top of footings including attached pilasters and buttresses.




S.NO. Description Unit Quantity Rate AmountTOTAL 4251.90Add 1 % for water charges 42.52TOTAL 4294.42Add 17.5 % for contractor's profit and overheads 751.52Cost of 1 cum. 5045.94Say 5046.00

25

Details of cost for 1 cum.Meterials-Stone aggregate 20mm Cum 0.70 775.00 542.50Stone aggregate 10mm Cum 0.24 790.00 189.60Carriage of aggregate Cum 0.94 53.21 50.02Coarse sand Cum 0.47 700.00 329.00Carriage of coarse sand Cum 0.47 53.21 25.01cement Tonne 0.41 5200.00 2132.00Carriage of cement Tonne 0.41 47.29 19.39


Production cost of concrete by batch mix plant. Cum 1.000 250.00 250.00Pumping charges of concrete Cum 1.000 50.00 50.00Labour-Mason Day 0.200 220.00 44.00Beldar Day 2.500 160.00 400.00Bhisthi Day 0.800 160.00 128.00Vibrator Day 0.070 500.00 35.00Scafolding L.S 100.000 1.00 100.00Sundries L.S 13.000 1.00 13.00TOTAL 4481.77Add 1 % for water charges 44.82TOTAL 4526.58Add 17.5 % for contractor's profit and overheads 792.15Cost of 1 cum. 5318.73Say 5319.00

26RCC work in beams, cantilevers, bressumers, lintels over 1.5 m span etc.

Mix M-25Details of cost for 1 cum.Meterials-Stone aggregate 20mm Cum 0.570 775.00 441.75Stone aggregate 10mm Cum 0.280 790.00 221.20Carriage of aggregate Cum 0.850 53.21 45.23Coarse sand Cum 0.425 700.00 297.50Carriage of coarse sand Cum 0.425 53.21 22.61cement Tonne 0.410 5200.00 2132.00Carriage of cement Tonne 0.410 47.29 19.39Plasticizer .50% of cement Kilogram 2.050 85.00 174.25

Production cost of concrete by batch mix plant. Cum 1.000 250.00 250.00Pumping charges of concrete Cum 1.000 50.00 50.00

Providing reinforced cement concrete M 25 design mix in slabs supported on walls beams and columns in floors roofs, landing, balconies, and in shelves and the like.





S.NO. Description Unit Quantity Rate AmountLabour for pouring, consoildating & curingMason Day 0.200 220.00 44.00Beldar Day 2.500 160.00 400.00Bhisthi Day 0.800 160.00 128.00Vibrator Day 0.070 500.00 35.00Scaffolding L.S 100.000 1.00 100.00Sundries L.S 13.000 1.00 13.00TOTAL 4373.93Add 1 % for water charges 43.74TOTAL 4417.67Add 17.5 % for contractor's profit and overheads 773.09Cost per 1.00 cum. 5190.76Say 5191.00

27

Providing reinforced cement concrete M 25 design mix in columns, pillars, piers, posts and struts.


Production cost of concrete by batch mix plant. Cum 1.000 250.00 250.00Pumping charges of concrete Cum 1.000 50.00 50.00Labour for pouring, consoildating & curingMason Day 0.170 220.00 37.40Beldar Day 2.000 160.00 320.00Bhisthi Day 0.900 160.00 144.00Vibrator Day 0.070 500.00 35.00Sundries L.S 13.000 1.00 13.00TOTAL 4203.33Add 1 % for water charges 42.03TOTAL 4245.36Add 17.5 % for contractor's profit and overheads 742.94Cost per 1.00 cum. 4988.30Say 4988.00

28Mix M-25Details of cost for 1 cum.Meterials-Stone aggregate 20mm Cum 0.570 775.00 441.75Stone aggregate 10mm Cum 0.280 790.00 221.20Carriage of aggregate Cum 0.850 53.21 45.23Coarse sand Cum 0.425 700.00 297.50Carriage of coarse sand Cum 0.425 53.21 22.61cement Tonne 0.410 5200.00 2132.00


Providing reinforced cement concrete M 25 design mix in chullah hoods; stairways (except spiral staircases) including steps ( square of spandrill), string pieces, carriages, etc. complete, any section straight or winding, but excluding landings, RCC water tanks upto 1500 litres.



S.NO. Description Unit Quantity Rate AmountCarriage of cement Tonne 0.410 47.29 19.39Plasticizer .50% of cement Kilogram 2.050 85.00 174.25

Production cost of concrete by batch mix plant. Cum 1.000 250.00 250.00Pumping charges of concrete Cum 1.000 50.00 50.00Labour for pouring, consoildating & curingMason Day 0.300 220.00 66.00Beldar Day 3.800 160.00 608.00Bhisthi Day 0.800 160.00 128.00Vibrator Day 0.070 500.00 35.00Scaffolding L.S 100.000 1.00 100.00Sundries L.S 13.000 1.00 13.00TOTAL 4603.93Add 1 % for water charges 46.04TOTAL 4649.97Add 17.5 % for contractor's profit and overheads 813.74Cost per 1.00 cum. 5463.72Say 5464.00

29Providing reinforced cement concrete M 25 design mix in fins, fascias, louveres, parapet and railling etc.


0.00Production cost of concrete by batch mix plant. Cum 1.000 250.00 250.00Pumping charges of concrete Cum 1.000 50.00 50.00Labour for pouring, consoildating & curing 0.00Mason Day 0.300 220.00 66.00Beldar Day 3.800 160.00 608.00Bhisthi Day 0.800 160.00 128.00Vibrator Day 0.070 500.00 35.00Scaffolding L.S 100.000 1.00 100.00Sundries L.S 13.000 1.00 13.00TOTAL 4603.93Add 1 % for water charges 46.04TOTAL 4649.97Add 17.5 % for contractor's profit and overheads 813.74Cost per 1.00 cum. 5463.72Say 5464.00




GI chicken wire meshing 24 gauge and 20mm mesh lathing to wood or metal studding in junctions of RCC and brick surfaces with cement mortar 1:3 including all laps and in roof water proofing treatment cement mortar coat as per specs




Meterials-

Chicken wire meshSqm 10.00 40.00 400.00

cement mortar 1:3LS 50.00 1.00 50.00

cost for wood/metal studs L.S 15.00 1.00 15.00

Labour: Beldar Day 0.20 150.00 30.00TOTAL 495.00Add 1 % for water charges 4.95TOTAL 499.95Add 17.5 % for contractor's profit and overheads 87.49Cost for 10 sqm 587.44

58.74Say 59.00

31Integral waterproofing compound for sunken floor and wall

Details of cost for per bag of 50 kg of cement

Meterials-

Kilogram 1.00 195.00 195.00

Carriage for waterproofing material & labour for mixing L.S 3.64 1.00 3.64TOTAL 198.64Add 1 % for water charges 1.99TOTAL 200.63Add 17.5 % for contractor's profit and overheads 35.11Cost for 1 kg 235.74Say 236.00

32Brickwork with subclass B' bricks, straight or curved on plain exc 6 m mean radius built in (c.M. 1:6).

Details of cost for 1 cum.Bricks of class designation 75 1000 Nos. 0.494 3100.00 1531.40carriage of bricks 1000 Nos. 0.494 141.88 70.09cement mortar ( 1:6 ) Cum 0.25 2289.00 572.25Sundries L.S 2.73 1.00 2.73Labour-Mason l class Day 0.47 220.00 103.40Mason llnd class Day 0.47 190.00 89.30Coolie Day 1.80 130.00 234.00Bhisthi Day 0.20 160.00 32.00Scaffolding L.S 22.36 1.00 22.36Extra labour for lifting materialsCoolie Day 1.13 130.00 146.90TOTAL 2804.43Add 1 % for water charges 28.04TOTAL 2832.47Add 17.5 % for contractor's profit and overheads 495.68Cost of 1 cum 3328.16Say 3328.00

Approved waterproofing meterials according to recommended proportion




33

Details of cost for 10 sqmMeterials-Bricks of class designation 75 1000 Nos. 0.565 3100.00 1751.50cement mortar ( 1:4 ) Cum 0.28 2972.00 832.16carriage of bricks 1000 Nos. 0.565 141.88 80.16Sundries & Scffolding L.S 13.52 1.00 13.52

Labour-Mason l class Day 0.60 260.00 156.00Mason llnd class Day 0.60 220.00 132.00Coolie Day 2.00 140.00 280.00Bhisthi Day 0.70 160.00 112.00Extra labour for lifting materialsCoolie Day 1.29 140.00 180.60TOTAL 3537.94Add 1 % for water charges 35.38TOTAL 3573.32Add for contractor's profit and overheads @ 17.5% 625.33Cost for 10 sqm 4198.65Cost for 1 sqm 419.87Say 420.00

34

Details of cost for 10 sqmMeterials-Bricks of class designation 75 1000 Nos. 0.424 3100.00 1313.62cement mortar ( 1:3 ) Cum 0.21 3960.00 831.60carriage of bricks 1000 Nos. 0.565 141.88 80.16

Kg 13.200 46.50 613.80carriage of steel Kg 13.200 0.05 0.62Sundries & Scffolding L.S 13.52 1.00 13.52

Labour-Mason l class Day 0.75 260.00 195.00Mason llnd class Day 0.75 220.00 165.00Coolie Day 1.65 140.00 231.00Bhisthi Day 0.70 160.00 112.00Extra labour for lifting materialsCoolie Day 1.29 140.00 180.60TOTAL 3736.93Add 1 % for water charges 37.37TOTAL 3774.30Add for contractor's profit and overheads @ 17.5% 660.50Cost for 10 sqm 4434.80Cost for 1 sqm 443.48Say 443.00

35

Brickwork with subclass B' bricks, straight or curved on plain to any radius in half brick thick walls in CM 1:4 .

Brickwork with subclass B' bricks, straight or curved on plain to any radius in half brick thick honey comb walls in CM 1:3 .

6mm dia MS bars 2 nos = 30mtr/10sqm = 60 [email protected] kg/m = 13.2 kg

M & L Brick work with sewer bricks straight or curved on plan n exc. 6 m mean radius for manholes / septic tanks/sockwell etc. in sewer works in C.M. 1 :4



S.NO. Description Unit Quantity Rate AmountDetails of cost for 1 cum.Meterials-

1000 Nos. 0.49 4000.00 1948.00carriage of bricks 1000 Nos. 0.49 141.88 69.10cement mortar ( 1:4 ) Cum 0.22 2972.00 653.84Sundries L.S 2.73 1.00 2.73

Labour-Mason l class Day 0.33 260.00 85.80Mason llnd class Day 0.33 220.00 72.60Coolie Day 1.00 140.00 140.00Bhisthi Day 0.18 160.00 28.80TOTAL 3000.87Add 1 % for water charges 30.01TOTAL 3030.87Add 17.5 % for contractor's profit and overheads 530.40Cost of 1 cum 3561.28Say 3561.00

36

Details of cost for 10 RmMeterials-

Cement mortar 1:3)Cum 0.04 3960.00 158.40

Sundries L.S 2.73 1.00 2.73

Labour-Mason l class Day 0.25 260.00 65.00Mason llnd class Day 0.25 220.00 55.00Coolie Day 1.00 140.00 140.00Bhisthi Day 0.18 160.00 28.80TOTAL 449.93Add 1 % for water charges 4.50TOTAL 454.43Add 17.5 % for contractor's profit and overheads 79.53Cost of 10Rm 533.95Cost of 1 Rm 53.40Say 53.00

37Details of cost for 10 Sqm

Meterials-stone aggregate 10mm Cum 0.34 790.00 268.60Carriage of aggregate Cum 0.34 53.21 18.09Coarse sand Cum 0.18 700.00 123.20Carriage of coarse sand Cum 0.18 53.21 9.36cement Tonne 0.13 5200.00 665.60

Extruded brunt flyash clay sewer Bricks of class designation 75

Cutting chases, pinning in, making good to facings where required and pointing in cement mortar 1:3 to ends or edges of landings, steps, cills, sunshades, shelves, lintels etc and cutting chases for concealed water tubing or concealed contuit wiring etc and making good, cutting not exceeding 10cm girth

Material and labour for Damp proof course to horizontal brick work surfaces at plinth level including necessary formwork in cement concrete 1:2:4 type B0 and 40mm thick using 12.5mm graded stone aggregate.



S.NO. Description Unit Quantity Rate AmountCarriage of cement Tonne 0.13 47.29 6.05

Labour-Mason Day 0.54 190.00 102.60Mason class-II Day 0.50 175.00 87.50Beldar Day 0.65 150.00 97.80Bhisthi Day 0.36 150.00 54.00Carpenter 2nd class Day 1.60 200.00 320.00Mixer operater Day 0.03 200.00 5.60Mixer Day 0.03 800.00 22.40



S.NO. Description Unit Quantity Rate AmountVibrator Day 0.03 500.00 14.00Sundries L.S 5.41 1.00 5.41TOTAL 1800.22Add 1 % for water charges 18.00TOTAL 1818.22Add 17.5 % for contractor's profit and overheads 318.19Cost of 10Sqm 2136.41Cost of 1 sqm 213.64Say 214.00

38

Details of cost for 10 sqmMeterials-(i) Water proofing shuttering ply 12mm thick-11sqmQty for cost using once = 11.00/8 = 1.375sqm Sqm 1.38 390.00 536.25

(ii) Battens (2nd class kail wood)064 cumQty for cost using once = .064/8 = 8.0 cudm 10Cudm 8.00 160.00 128.00

(iii) Safeda Bailies 125mm dia-13RmQty for cost using once = 13.00/8=1.625 m Rm 1.63 42.00 68.25

(iv) Carriage timber-Ply = 0.132Battens = 0.064 cumBailies 13.00x( 125) /4x3.142=0. 159 cumTotal = 0.355 cumQty for cost using once = 0.355/8 = 0.044 cum Cum 0.0440 60.81 2.68

Labour-For assembling, erection, dismanting and cleaningCarpenter 2nd class Day 1.30 200.00 260.00Beldar Day 1.30 160.00 208.00Shuttering oil L.S 52.00 1.00 52.00Sundries L.S 26.00 1.00 26.00TOTAL 1281.18Add 1 % for water charges 12.81TOTAL 1293.99Add 17.5 % for contractor's profit and overheads 226.45Cost for 11.00sqm. 1520.44Cost per sqm. 152.04Say 152.00

39For sqm areaMeterials-(i) Water proofing shuttering ply 12mm thick-10.5sqmQty for cost using once = 10.5/8 = 1.3125 sqm Sqm 1.313 390.000 511.880

(ii) Battens (2nd class kail wood)-.034 cum

Centering & shuttering including strutting, propping etc. and removal of form for work at all floors and all levels (Max. floor height 3.6 Metres) - Foundations, footings, rafts, base of columns etc. for mass concrete.

Centering & shuttering including strutting, propping etc. and removal of form for work at all floors and all levels (Max floor height 3.6 Metres). Walls (any thickness) including walls of cut-outs & shafts, attached pilasters, butteresses, plinth string courses etc.



S.NO. Description Unit Quantity Rate AmountQty for cost using once = 34/8 = 4.25 cudm 10Cudm 4.250 160.000 68.000

(iii) Safeda Bailies 125mm dia-28rmQty for cost using once = 28/8 = 3.5m Rm 3.500 42.000 147.000

(iv) Carriage timber-Ply = 0.126Battens = 0.034Bailies 28x( 125) /4x3.142=0. 343 cum.Total = .503 cumQty for cost using once = .503/8 = 0.063 cum Cum 0.0630 60.81 3.83

Labour-For assembling, erection, dismanting and cleaningCarpenter 2nd class Day 2.50 200.00 500.00Beldar Day 2.00 160.00 320.00Shuttering oil L.S 78.00 1.00 78.00Sundries L.S 52.00 1.00 52.00TOTAL 1680.00Add 1 % for water charges 16.81TOTAL 1697.51Add 17.5 % for contractor's profit and overheads 297.06Cost for 10 sqm. 1994.58Cost per sqm. 199.46Say 199.00

41

Meterials-For 10 sqm areaMeterials-(i) Water proofing shuttering ply 12mm thick-11.5sqmQty for cost using once = 11.5/8 = 1.44sqm Sqm 1.440 390.00 561.60

(ii) Battens (2nd class kail wood)-.06 cumQty for cost using once = 60/8 = 7.5 cudm 10Cudm 7.500 160.00 120.00

(iii) Safeda Bailies 125mm dia-38rmQty for cost using once = 38/8 =4.75m Rm 4.750 42.00 199.50

(iv) Carriage timber-Ply = 0.138Battens = 0.06Bailies 38x( 125) /4x3.142= .466 cum.Total = .664 cumQty for cost using once = .664/8 = 0.083cum Cum 0.0830 60.81 5.05

Labour-For assembling, erection, dismanting and cleaningCarpenter 2nd class Day 3.00 200.00 600.00Beldar Day 2.00 160.00 320.00Shuttering oil L.S 78.00 1.00 78.00Sundries L.S 52.00 1.00 52.00

Formwork to sides & soffits of floor or roof beams, beam haunchings, girders, bressummers, lintels, cantilevers, shelves including supports, overhangs etc. also splays between floor & beams etc:- rough finished surface of concrete : - Flat



S.NO. Description Unit Quantity Rate AmountTOTAL 1936.15Add 1 % for water charges 19.36TOTAL 1955.51Add 17.5 % for contractor's profit and overheads 342.21Cost for 10.0sqm 2297.72Cost per sqm. 229.77Say 230.00

42

Formwork to staircases with sloping and stepped soffits including risers and stringers (excluding landing)

For sqm areaMeterials-(i) Water proofing shuttering ply 12mm thick-10.5sqmQty for cost using once = 10.5/8 = 1.3125 sqm Sqm 1.313 390.000 511.880


(iii) Safeda Bailies 125mm dia-28rmQty for cost using once = 28/8 = 3.5m Rm 3.500 42.000 147.000

(iv) Carriage timber-Ply = 0.126Battens = 0.034Bailies 28x( 125) /4x3.142=0. 343 cum.Total = .503 cumQty for cost using once = .503/8 = 0.063 cum Cum 0.0630 60.81 3.83

Labour-For assembling, erection, dismanting and cleaningCarpenter 2nd class Day 2.50 200.00 500.00Beldar Day 2.00 160.00 320.00Shuttering oil L.S 78.00 1.00 78.00Sundries L.S 52.00 1.00 52.00TOTAL 1680.00Add 1 % for water charges 16.81TOTAL 1697.51Add 17.5 % for contractor's profit and overheads 297.06Cost for 10 sqm. 1994.58Cost per sqm. 199.46Say 199.00

43

l.e.4x4x1.215+2x3x.65=23.9sqmMeterials-(i) Planks 2nd class kail wood 38 mm thick4x4x1.25=2023x.65=3.923.9Wastage @ 5% = 1.20=25.20 sqm

Centering & shuttering including strutting, propping etc. and removal of form for work at all floors and all levels (Max floor height 3.6 Metres). Vertical and horizantal fins individually or forming box louvers, lintels, bands, facias, chajjas/sun shades window sills, copings, step of staircase, folded & spiral staircase etc.

Details of cost for fins 4 vertical fins 4 meter high and at 1 meter centres, with two horizantal fins all projecting 60cm from face of wall and 5cm thick



S.NO. Description Unit Quantity Rate Amount25.1x.038=.954 cum or 954 cudmQty for cost using once = 954/8 = 119.25 cudm 10Cudm 119.250 160.00 1908.00(ii) Battens (2nd class kail wood)-4x2x5x0.60x0.075x0.050=0.0903x2x5x1.00x0.075x0.100=0.0542x6x0.60x0.075x0.100=0.054Total = 0.256 cumWastage @ 5% =0.013 cumG. Total = 0.269 cum= 269 cudmQty for cost using once = 269/8 = 33.625 cudm 10Cudm 33.625 160.00 538.00

(iii) Safeda Bailies 125mm dia-2x26x4.00=96mWastage @ 5% = 4.8mTotal = 100.8 mQty for cost using once = 100.8/8 = 12.6 m Rm 12.600 42.00 529.00

(iv) Carriage timber-Plank = 0.954Battens = 0.269Bailies 100.8x( 125) /4x3.142= 1.238 cum.Total = 2.461 cumQty for cost using once = 2.461/8 = 0.3076 cum Cum 0.3076 60.81 18.71

Labour-For assembling, erection, dismanting and cleaningCarpenter 2nd class Day 11.000 200.00 2200.00Beldar Day 11.000 160.00 1760.00Sundries L.S 80.730 1.00 80.73TOTAL 7034.64Add 1 % for water charges 70.35TOTAL 7104.98Add 17.5 % for contractor's profit and overheads 1243.37Cost for 25.1 sqm 8348.35Cost per sqm. 332.60Say 333.00

44

columns, Pillars, Piers, Abutments, Posts and Struts.For 10 sqm area

Meterials-(i) Water proofing shuttering ply 12mm thick-13.7sqmQty for cost using once = 13.7/8 = 1.125 sqm Sqm 1.125 390.00 438.75


(iii) Safeda Bailies 125mm dia-38rmQty for cost using once = 38/8 =4.75m Rm 4.750 42.00 199.50

(iv) Carriage timber-Ply = 0.1644Battens = 0.06

Centering & shuttering including strutting, propping etc. and removal of form for work at all floors and all levels (Max floor height 3.6 Metres).



S.NO. Description Unit Quantity Rate AmountBailies 38x( 125) /4x3.14= 0.466 cum.Total = .6904 cumQty for cost using once = 0.6904/8 = 0.0863cum Cum 0.0863 60.81 5.25

Labour-For assembling, erection, dismanting and cleaningCarpenter 2nd class Day 2.50 200.00 500.00Beldar Day 2.00 160.00 320.00Shuttering oil L.S 86.66 1.00 86.66Sundries L.S 57.77 1.00 57.77TOTAL 1727.93Add 1 % for water charges 17.28TOTAL 1745.21Add 17.5 % for contractor's profit and overheads 305.41Cost for 10.0sqm 2050.62Cost per sqm. 205.06Say 205.00

45Details of cost for 2.2 sqmMaterials-35mm thick door shutters Cum 2.2 700 1540Carriage of door L.S 29.64 1 29.64

Labour-For fixing shutter and fitingsCarpenter (Average) Day 0.55 200.00 110.00Beldar Day 0.55 160.00 88.00TOTAL 1767.64Add 1 % for water charges 17.68TOTAL 1785.32Add 17.5 % for contractor's profit and overheads 312.43Cost for 2.2 sqm 2097.75Cost for 1 sqm 953.52Say 953.00

46Description

Detail of cost for 2.38 sqmOne door shutter 2.20x1.08m = 2.38sqmMATERIALS

Rm 2.38 1325.00 3153.50LABOURCarpenter (average) Day 0.4 200.00 80.00Beldar Day 0.4 160.00 64.00Sundries L.S 20.36 1.00 20.36TOTAL 3317.86Add 1 % for water charges 33.18TOTAL 3351.04Add 17.5 % for contractor's profit and overheads 586.43

P&F Flush shutters, solid core construction, with block board and plywood face panels, commercial type on both sides (35mm thick)

P&F FRP DoorShutter- Providing and fixing factory made door shutter with 28 mm thick rails and styles 71 mm wide, made of solid rigid PVC foam profile with a fine cellular structure having smooth outer intergral skin. 3mm thick compact high-pressure laminate

30mm thick Factory made shutters with frame, rails and panels of PVC extruded sections in white , gray or wooden finish



S.NO. Description Unit Quantity Rate AmountCost of 2.38 sqm 3937.47Cost for 1.00 sqm 1654.40Say 1654.00




47Description

Extruded section Profile size 60x30 mmDetail of cost for 5 metreMATERIALS60x30 mmx2mm thick Factory made door metre 5 300 1500Frame of PVC extruded section in white, greyor wooden finishLABOURCarpenter (average) Day 0.15 200 30Beldar Day 0.15 160 24Sundries L.S 4.68 1 4.68TOTAL 1558.68Add 1 % for water charges 15.59TOTAL 1574.27Add 17.5 % for contractor's profit and overheads 275.50Cost for 5 metre 1849.76Cost for 1.00 metre 369.95Say 370.00

48Rate per 0.025 Cum

MATERIAL 1st class hard wood0.025 cum = 10 x 0.05 x 0.05 (including wastage)Ist class hard wood sections Cum 0.025 36000 900NAILS L/S L.S 13.25 1.00 13.25

Labour-CARPENTER Day 0.27 200 54MAZDOOR/HELPER Day 0.13 160 20.8Sundries L.S 2.73 1.00 2.73

990.78Add 1 % for water charges 9.91TOTAL 1000.69Add 17.5 % for contractor's profit and overheads 175.12Cost for 0.025 cum 1175.81Rate per Cum 47032.33Say 47032.00

4918 mm thickDescriptionDetails of cost for 4 nos. 75x20cm , shelves =.6 sqm

Sqm 0.63 565.00 355.95Carrige of particle board L.S 12.00 1.00 12.00Labourcarpenter 2nd class Day 0.40 200.00 80.00Beldar Day 0.20 170.00 34.00

P&F Door Chowkhat Frame - Door chowkhat frame shall be made of solid FRP foam profile 60mm x 30 mm cut to reqd size and fixed to wall with zinc coated CSK screws with expanded type rail plug. Special GI stiffener on backside of vertical & horizontal style sh

P&F plain, solid, straight, frames, framed rebated on solid, rounded or chamfered put together with glue pinned at joints in Ist class hardwood for cupboard, cabinet framing

S&F Prelaminated particle board 18mm thick, exterior grade one side teak faced and other side having balancing white fixed with screws or hinges to timber frame work

Meterials -18 mm thick partical board = 4x.75x 2= 0.60sqm+ Add wastage @ 5% = 0.03 sqm. Total = 0.63 sqm



S.NO. Description Unit Quantity Rate AmountSundries and screws L.S 7.80Total 489.75Add 1 % for water charges 4.90Total 494.65Add 17.5 % for contractor's profit and overheads 86.56Cost of 6sqm 581.21Cost of 1 sqm 968.68Say 969.00

FOR REFERENCE TO ITEMS ABOVER1 Cement Mortor 1 : 3 (1 cement : 3 coarse sand)

DescriptionDetails of cost for 1 cum

MATERIALS(0.357 cum of cement = 0.51 tonne)Cement Tonne 0.51 5200 2652Carrige of Cement Tonne 0.51 47.29 24.1179Coarse sand cum 1.07 700 749Carrige of Coarse sand cum 1.07 53.21 56.9347

0Labour 0For measuring, carying, depositing and mixingBeldar Day 0.75 160.00 120Bhishti Day 0.07 160.00 11.2Hire and running charges of mechnical mixer L.S 26.91 1.00 26.91Sundries L.S 13.51 1.00 13.51Cost of 1.00 cum 3653.67Say 3960.00

R2 Cement Mortor 1 : 4 (1 cement : 4 coarse sand)


MATERIALS(0.262 cum of cement = 0.38 tonne)Cement Tonne 0.38 5200 1976Carrige of Cement Tonne 0.38 47.29 17.9702Coarse sand cum 1.07 700 749Carrige of Coarse sand cum 1.07 53.21 56.9347

0Labour 0For measuring, carying, depositing and mixingBeldar Day 0.75 160.00 120Bhishti Day 0.07 160.00 11.2Hire and running charges of mechnical mixer L.S 26.91 1.00 26.91Sundries L.S 13.52 1.00 13.52Cost of 1.00 cum 2971.53Say 2972.00






MATERIALS(0.214 cum of cement = 0.31 tonne)Cement Tonne 0.31 5200.00 1612Carrige of Cement Tonne 0.31 47.29 14.6599Coarse sand cum 1.07 700.00 749Carrige of Coarse sand cum 1.07 53.21 56.9347

LabourFor measuring, carying, depositing and mixingBeldar Day 0.75 160.00 120Bhishti Day 0.07 160.00 11.2Hire and running charges of mechnical mixer L.S 26.91 1.00 26.91Sundries L.S 13.52 1.00 13.52Cost of 1.00 cum 2604.22Say 2604.00



MATERIALS(0.178 cum of cement = 0.25 tonne)Cement Tonne 0.25 5200.00 1300Carrige of Cement Tonne 0.25 47.29 11.8225Coarse sand cum 1.07 700.00 749Carrige of Coarse sand cum 1.07 53.21 56.9347

LabourFor measuring, carying, depositing and mixingBeldar Day 0.75 160.00 120Bhishti Day 0.07 160.00 11.2Hire and running charges of mechnical mixer L.S 26.91 1.00 26.91Sundries L.S 13.52 1.00 13.52Cost of 1.00 cum 2289.39Say 2289.00

C.A. NO. DG MAP/PHASE-II/PATIALA/PKG-9 OF 2008-09RATE ANALYSIS OF BUILDING ITEMS



BUILDING HARDWARE

50 S&F mild steel barrel tower bolts, stove enamelled black with bright bolt and fixed (200mm)

Details of cost for 10 Nos.

MaterialsMS Tower Bolt (200 mm x 10 mm) Each 10.00 25.00 250.00Iron screws 30 mm 100 Nos. 0.60 45.00 27.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter II class Day 0.10 180.00 18.00TOTAL 297.73Add water charge @ 1% 2.98TOTAL 300.71Add for contractor's profit overheads @ 17.5% 52.62cost of 10 nos 353.33cost of 1 no 35.33Say 35.00

51 S&F mild steel barrel tower bolts, stove enamelled black with bright bolt and fixed (150mm)


MaterialsMS Tower Bolt (150 mm x 10 mm) Each 10.00 21.00 210.00Iron screws 30 mm 100 Nos. 0.60 45.00 27.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter II class Day 0.10 180.00 18.00TOTAL 257.73Add water charge @ 1% 2.58TOTAL 260.31Add for contractor's profit overheads @ 17.5% 45.55cost of 10 nos 305.86cost of 1 no 30.59Say 31.00

52 S&F aluminium anodised barrel tower bolt of extruded section and fixed (150mm)


MaterialsAluminium tower bolt ( 150 mm x 10 mm) Each 10.00 45.00 450.00C.P. brass screws 30 mm 100 Nos. 0.80 45.00 36.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter Ist class Day 0.08 200.00 16.00TOTAL 504.73Add water charge @ 1% 5.05TOTAL 509.78Add for contractor's profit overheads @ 17.5% 89.21cost of 10 nos tower bolts 598.99cost of 1 no tower bolts 59.90Say 60.00




53 S&F aluminium anodised barrel tower bolt of extruded section and fixed (200mm)


MaterialsAluminium tower bolt ( 200 mm x 10 mm) Each 10.00 58.00 580.00C.P. brass screws 30 mm 100 Nos. 0.80 45.00 36.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter Ist class Day 0.08 200.00 16.00TOTAL 634.73Add water charge @ 1% 6.35TOTAL 641.08Add for contractor's profit overheads @ 17.5% 112.19cost of 10 nos tower bolts 753.27cost of 1 no tower bolts 75.33Say 75.00

54


MaterialsM.S. Slinding door bolt ( 200 mm x 16 mm) Each 10.00 155.00 1550.00Iron screws 30 mm 100 Nos. 0.40 45.00 18.00Bolts and nuts 50x6 mm L.S. 5.46 1.00 5.46Carrige of meterial & Sundries 6.37Labour Carpainter IInd class Day 0.25 180.00 45.00TOTAL 1624.83Add water charge @ 1% 16.25TOTAL 1641.08Add for contractor's profit overheads @ 17.5% 287.19cost of 10 nos Slinding bolts 1928.27cost of 1 no Slinding bolts 192.83Say 193.00

55


MaterialsM.S. Slinding door bolt ( 250 mm x 16 mm) Each 10.00 170.00 1700.00Iron screws 30 mm 100 Nos. 0.40 45.00 18.00Bolts and nuts 50x6 mm L.S. 5.46 1.00 5.46Carrige of meterial & Sundries 6.37Labour Carpainter IInd class Day 0.25 180.00 45.00TOTAL 1774.83Add water charge @ 1% 17.75TOTAL 1792.58Add for contractor's profit overheads @ 17.5% 313.70cost of 10 nos Slinding bolts 2106.28cost of 1 no Slinding bolts 210.63Say 211.00

S&F mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt and two on staple plate and fixed. 200mm long bolt

S&F mild steel sliding door bolts, plate type, stove enamelled black, with bright bolt not less than 12mm dia with and including a minimum of 6 bolts and nuts, four on bolt and two on staple plate and fixed. 250mm long bolt




56


MaterialsAlluminium Slinding door bolt ( 250 mm x 16 mm) Each 10.00 225.00 2250.00C.P. brass screws 25 mm 100 Nos. 0.40 55.00 22.00Carrige of meterial & Sundries L.S. 5.46 1.00 5.46Labour Carpainter Ist class Day 0.50 200.00 100.00TOTAL 2377.46Add water charge @ 1% 23.77TOTAL 2401.23Add for contractor's profit overheads @ 17.5% 420.22cost of 10 nos Slinding bolts 2821.45cost of 1 no Slinding bolts 282.15Say 282.00

57 S&F Butt hinges, medium weight, cold rollet mild steel fixed 100mm


MaterialsM.S. butt hings ( 100x28x1.9 mm) 10 Nos. 10.00 15.00 150.00Iron screws 40 mm 100 Nos. 0.80 55.00 44.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter IInd class Day 0.14 180.00 25.20Beldar Day 0.09 150.00 13.50TOTAL 235.43Add water charge @ 1% 2.35TOTAL 237.78Add for contractor's profit overheads @ 17.5% 41.61cost of 10 nos 279.40cost of 1 no 27.94Say 28.00

58 S&F Butt hinges, heavy weight, cold rollet mild steel fixed 100mm



S&F aluminium alloy, anodised sliding door bolt with hasp, staple (bolt type) and fixing clips of sheet, cast or extruded sections and fixing bolts and sliding bolts of extruded sections of cast aluminium alloy and fixed. Bolt length 250mm




59 S&F mild steel tee hinges, stove enamelled black, heavy weight type and fixed.



60 S&F Cast iron or malleable cast iron handles, cast type stove enamelled black 125mm


MaterialsM.S. handle (150 mm) Each 10.00 32.00 320.00Iron screws 25 mm 100 Nos. 0.40 35.00 14.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter IInd class Day 0.06 200 12.00TOTAL 348.73Add water charge @ 1% 3.49TOTAL 352.22Add for contractor's profit overheads @ 17.5% 61.64cost of 10 nos. 413.86cost of 1 no. 41.39Say 41.00

61 S&F Cast iron or malleable cast iron handles, cast type stove enamelled black 150mm


MaterialsM.S. handle (150 mm) Each 10.00 37.00 370.00Iron screws 25 mm 100 Nos. 0.40 35.00 14.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter IInd class Day 0.06 200 12.00TOTAL 398.73Add water charge @ 1% 3.99TOTAL 402.72Add for contractor's profit overheads @ 17.5% 70.48cost of 10 nos. 473.19cost of 1 no. 47.32Say 47.00




62 S&F extruded aluminium alloy handles fabricated type, anodised 125mm


MaterialsAluminium handle (125 mm) 10 Nos. 10.00 15.00 150.00C.P. Brass screws 25 mm 100 Nos. 0.40 55.00 22.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter Ist class Day 0.06 200.00 12.00TOTAL 186.73Add water charge @ 1% 1.87TOTAL 188.60Add for contractor's profit overheads @ 17.5% 33.00cost of 10 handles. 221.60cost of 1 handles. 22.16Say 22.00

63 S&F Rim latches with two levers of brass body, polished bright 100mm


MaterialsRim latch lock with 3 levers Each 1.00 175.00 175.00Labour 0.00Carpainter Ist class Day 0.06 200.00 12.00Sundries (screws, carrige etc.) L.S. 3.64 1.00 3.64TOTAL 190.64Add water charge @ 1% 1.91TOTAL 192.55Add for contractor's profit overheads @ 17.5% 33.70cost of 1 mortice latch and lock 226.24Say 226.00

64 Wooden door stopper with 1 No. 50mm size hinge

MaterialsAluminium handle (150 mm) 10 Nos. 10.00 35.00 350.00C.P. Brass screws 25 mm 100 Nos. 0.40 55.00 22.00Carrige of meterial L.S. 2.73 1.00 2.73Labour Carpainter Ist class Day 0.06 200.00 12.00TOTAL 386.73Add water charge @ 1% 3.87TOTAL 390.60Add for contractor's profit overheads @ 17.5% 68.35cost of 10 handles. 458.95cost of 1 handles. 45.90Say 46.00

65 S&F Tubular towel rail, 20mm dia, D type, 60 cm long between flanges, Aluminum Anodized

MaterialsTowel rail 20 mm D Type (60cm long0 10 Nos. 10.00 84.00 840.00Brass screws 25 mm 100 Nos. 0.70 55.00 38.50



S.NO. Description Unit Quantity Rate AmountCarriage of material L.S. 0.91 1.00 0.91Labour Carpainter Ist class Day 0.03 200.00 6.00TOTAL 885.41Add water charge @ 1% 8.85TOTAL 894.26Add for contractor's profit overheads @ 17.5% 156.50cost of 10 Towel rail 1050.76cost of 1 Towel rail 105.08Say 105.00

66 S & F, Aluminum anodized Brackets for Tubular towel rail - 6 flats x 2 nos.

M.S. bracket Each 2.00 4.20 8.40Screws L.S. 4.03 1.00 4.03Carriage of material L.S. 1.56 1.00 1.56Rawl plug 50 mm (designation 10 no) Each 2.00 9.80 19.60Labour including fixing rawl plug L.S. 5.20 1.00 5.20Sundries L.S. 1.56 1.00 1.56TOTAL 40.35Add water charge @ 1% 0.40TOTAL 40.75Add for contractor's profit overheads @ 17.5% 7.13cost of one pair 47.89Say 48.00

67 S&F Magic eye brass body with both side lenses, best quality

Brass body magic eye Each 1.00 45.00 45.00Screws L.S. 4.03 1.00 4.03Carriage of material L.S. 1.56 1.00 1.56Rawl plug 50 mm (designation 10 no) Each 2.00 9.80 19.60Labour including fixing rawl plug L.S. 5.20 1.00 5.20Sundries L.S. 1.56 1.00 1.56TOTAL 76.95Add water charge @ 1% 0.77TOTAL 77.72Add for contractor's profit overheads @ 17.5% 13.60cost of 2 meter 91.32Say 91.00

68

69

Materials

S&F High strength Aluminium rod powder coated paint thickness 40-60 microns, outer dia 19/20 mm & inner dia 16mm, plastic rings made of ABS plastics (Make MAC Sleek line type I / Vista Levolor Soffio - I with brackets of galvanized steel 1.6mm thick

S & F Continuous (piano) hinges, mild steel bright finish or electrogalvanised. Width of the flap (when open) 30mm (for cupboard & Kitchen cabinet)



S.NO. Description Unit Quantity Rate AmountM.S. piano hings 35 mm wide Metre 1.00 90.00 90.00Iron screws 20 mm 100 Nos. 0.30 35.00 10.50Carrige of meterial L.S. 1.82 1.82 3.31Labour Carpainter IInd class Day 0.40 180.00 72.00TOTAL 175.81Add water charge @ 1% 1.76TOTAL 177.57Add for contractor's profit overheads @ 17.5% 31.07cost of metre 208.65Say 209.00

70 P&F 40 mm dia cupboard knobs fixed with nut, screw and washer of mild steel bright finished.

40mm Cupbaord knob Each 1.00 24.00 24.00Screws L.S. 4.03 1.00 4.03Carriage of material L.S. 1.56 1.00 1.56Labour L.S. 5.20 1.00 5.20Sundries L.S. 1.56 1.00 1.56TOTAL 36.35Add water charge @ 1% 0.36TOTAL 36.71Add for contractor's profit overheads @ 17.5% 6.42cost per item 43.14Say 43.00

71

MaterialsAlluminum, safety hasps & staples 100 mm 10 Nos. 10.00 38.00 380.00Brass screws 25 mm 100 Nos. 0.70 55.00 38.50Carriage of material L.S. 1.82 1.00 1.82Labour Carpainter Ist class Day 0.08 200.00 16.00TOTAL 436.32Add water charge @ 1% 4.36TOTAL 440.68Add for contractor's profit overheads @ 17.5% 77.12cost of 10 hasps and staples 517.80cost of 1 hasps and staples 51.78Say 52.00

72 S&F magnetic catcher for cupboard shutters, cabinet shutter

MaterialsMagnetic catcher, brass body 15mm 10 Nos. 10.00 18.00 180.00Brass screws 25 mm 100 Nos. 0.70 55.00 38.50Carriage of material L.S. 1.82 1.00 1.82Labour Carpainter Ist class Day 0.08 200.00 16.00TOTAL 236.32Add water charge @ 1% 2.36TOTAL 238.68Add for contractor's profit overheads @ 17.5% 41.77

S&F 100 mm hasp and staple, safety type, aluminium anodised with mild steel hinge pin including bolt to hinge plate and fixed with screws



S.NO. Description Unit Quantity Rate Amountcost of 10 hasps and staples 280.45cost of 1 hasps and staples 28.05Say 28.00




73 Locks, cupboard grade 1, size 50mm

Materials50 mm cupboard lock with 2 levers Each 1.00 75.00 75.00Labour Carpainter Ist class Day 0.17 200.00 34.00Sundries & screws L.S. 3.64 1.00 3.64TOTAL 112.64Add water charge @ 1% 1.13TOTAL 113.77Add for contractor's profit overheads @ 17.5% 19.91cost of 1 cupboard lock 133.68Say 134.00

74 Cup board pipe 20mm dia Galvanised Iron Pipe medium grade with brackets

MaterialsCupboard pipe 20 mm GI pipe medium grade 10 Nos. 10.00 140.00 1400.00M.S. bracket Each 20.00 4.20 84.00Brass screws 25 mm 100 Nos. 0.60 55.00 33.00Carriage of material L.S. 0.91 1.00 0.91Labour Carpainter Ist class Day 0.03 200.00 6.00TOTAL 1523.91Add water charge @ 1% 15.24TOTAL 1539.15Add for contractor's profit overheads @ 17.5% 269.35Cost of 10m cupboard pipe 1808.50Cost of 1m cupboard pipe 180.85Say 181.00

75

Meterials-

Wire cloth Sqm 10.00 35.00 350.00

Beading MS LS 120.00 1.00 120.00

cost for wood/metal studs L.S 15.00 1.00 15.00

Labour: Beldar Day 0.20 150.00 30.00TOTAL 515.00Add 1 % for water charges 5.15TOTAL 520.15Add 17.5 % for contractor's profit and overheads 91.03Cost for 10 sqm 611.18

61.12Say 61.00

76

LS 1 3500 3500

S&F Galvanised mild steel wire cloth, 0.63mm nominal dia of wire and avg width of aperture 1.80mm and fixed with tinned tacks or galvanised wire staples

Material & labour study table made of 18mm thick particle board for various members i.e. table top, shelves, drawer, partitions etc. one side decorative choice lamination and other side balancing white lamination of exterior grade bonded with phenol formaldehyde synthetic enamel resin and confirming to IS-12823 including all steel work and fittings, 6 mm thick teak wood edging, wooden surfaces except pre-laminated surfaces painted with 2-coats of synthetic paint over a coat of primer after preparation of surfaces as shown on drawing




SECTION : 5

STEEL WORK

77 S&F cast iron grade FG 150 in gully traps, gratings, railing frames, balusters, manhole covers

Details of cost for one quintal

Materialssteel = 1.00qAdd wastage @ 5% = 0.05q = 1.05qCast iron Quintal 1.00 3800.00 3800.00carrige Tonne 0.105 66.21 6.95LabourFitter (Grade I) Day 1.00 200.00 200.00Welder Day 1.00 200.00 200.00Beldar Day 1.00 150.00 150.00Priming cost Sqm 3.00 15.27 45.81Electrodes L.S. 100.00 1.00 100.00Sundries L.S. 20.67 1.00 20.67carrige L.S. 1.43 1.00 1.43Coolie Day 0.162 130.00 21.06Sundries L.S. 8.06 1.00 8.06TOTAL 4553.98Add water charge @ 1% 45.54TOTAL 4599.52Add 17.5% for contractor's profit overheads 804.92cost of 1qunital 5404.44cost of 1Kg 54.04Say 54.00

78


Materialssteel = 1.00qAdd wastage @ 5% = 0.05q = 1.05qMS handrails (pipe 50mm bore) Quintal 1.00 4550.00 4550.00carrige Tonne 0.105 66.21 6.95LabourFitter (Grade I) Day 1.00 200.00 200.00Welder Day 1.00 200.00 200.00Beldar Day 1.00 150.00 150.00Electrodes L.S. 100.00 1.00 100.00Sundries L.S. 20.67 1.00 20.67carrige L.S. 1.43 1.00 1.43Coolie Day 0.162 130.00 21.06Sundries L.S. 8.06 1.00 8.06TOTAL 5258.17Add water charge @ 1% 52.58TOTAL 5310.75Add 17.5% for contractor's profit overheads 929.38cost of 1qunital 6240.14cost of 1Kg 62.40

S&F ms handrails countersunk for balusters running bars in railings (50mm bore), 4mm thick wall thickness



S.NO. Description Unit Quantity Rate AmountSay 62.00

79


Materialssteel = 1.00qAdd wastage @ 5% = 0.05q = 1.05qframed work in grills/gratings, cost of bars, channels, flats Quintal 1.00 4200.00 4200.00carrige Tonne 0.105 66.21 6.95LabourFitter (Grade I) Day 1.00 200.00 200.00Welder Day 1.00 200.00 200.00Beldar Day 1.00 150.00 150.00Electrodes L.S. 100.00 1.00 100.00Sundries L.S. 20.67 1.00 20.67carrige L.S. 1.43 1.00 1.43Coolie Day 0.162 130.00 21.06Sundries L.S. 8.06 1.00 8.06TOTAL 4908.17Add water charge @ 1% 49.08TOTAL 4957.25Add 17.5% for contractor's profit overheads 867.52cost of 1qunital 5824.77cost of 1Kg 58.25Say 58.00

80


Materialssteel = 1.00qAdd wastage @ 5% = 0.05q = 1.05qMS angles, tees Quintal 1.00 4200.00 4200.00carrige Tonne 0.105 66.21 6.95LabourFitter (Grade I) Day 1.00 200.00 200.00Welder Day 1.00 200.00 200.00Beldar Day 1.00 150.00 150.00Electrodes L.S. 100.00 1.00 100.00Cement concrete 1:2:4 L.S. 100.00 1.00 100.00Add for cutting of RCC / brick work L.S. 100.00 1.00 100.00Sundries L.S. 20.67 1.00 20.67carrige L.S. 1.43 1.00 1.43Coolie Day 0.162 130.00 21.06Sundries L.S. 8.06 1.00 8.06TOTAL 5108.17

Framed works such as grills, gratings with ends of bars shouldered and/or riveted, or forged into spikes; framed guard bars; barred iron doors; ladders; framed balusters; walkways, railing, frame work for water tanks & similar work confirming to Fe- 410.0

Framed bracket of ms angles or ms tees with web and flanges cut to shape, n exc 10kg each bracket in cooler stands, drying cloth arrangement



S.NO. Description Unit Quantity Rate AmountAdd water charge @ 1% 51.08TOTAL 5159.25Add 17.5% for contractor's profit overheads 902.87cost of 1qunital 6062.12cost of 1Kg 60.62Say 61.00

81 Plain galvanised steel wire for drying cloth arrangement, stapled.

For 100rmwire weight = 9.8kg/100rm

= 9.8 kg say 0.098 qtl quintal 0.098 5400 529.20carriage of wire supplying and fixing tonne 0.098 47.29 4.63turn buckle & staple each set 1 88.15 88.15GI staples L.S. 20 1 20.00

Mason 1st class day 0.06 180.00 10.80mason 2nd class day 0.06 165.00 9.90beldar day 0.25 140.00 35.00blacksmith 1st class day 0.25 180.00 45.00blacksmith 2nd class day 0.25 165.00 41.25total 783.93add 1% for water charges 7.84total 791.77add 17.5% for contractor's profit and overheads 138.56cost for 333.24m 930.33cost per m 2.79cost per 100 m 279.18Say 279.00

82 clamps, holdfasts, hooks for hanging fans,


Materialssteel = 1.00qAdd wastage @ 5% = 0.05q = 1.05qflats, plain rods, cast iron Quintal 1.00 4000.00 4000.00carrige Tonne 0.105 66.21 6.95LabourFitter (Grade I) Day 1.00 200.00 200.00Welder Day 1.00 200.00 200.00Beldar Day 1.00 150.00 150.00Electrodes L.S. 100.00 1.00 100.00Cement concrete 1:2:4 L.S. 100.00 1.00 100.00Add for cutting of RCC / brick work L.S. 100.00 1.00 100.00Sundries L.S. 20.67 1.00 20.67carrige L.S. 1.43 1.00 1.43Coolie Day 0.162 130.00 21.06Sundries L.S. 8.06 1.00 8.06TOTAL 4908.17Add water charge @ 1% 49.08TOTAL 4957.25

wire



S.NO. Description Unit Quantity Rate AmountAdd 17.5% for contractor's profit overheads 867.52cost of 1qunital 5824.77cost of 1Kg 58.25Say 58.00

83

Materials(i) M.S. sheet 3 mm thick5.76sqm. @ 3x7.85Kg / sqm = 135.65 Kg +

Add wastage @ 10% = 13.56 kg = 149.21kg = 1.492q Quintal 1.492 5400.00 8056.80

M.S. sheet 2x5.76 =11.52 +(ii) Gusset plates 3.00 mm thickArea of one gusset plates 0.3x0.04 = 0.0120+1/2x0.26(0.04+0.3 =0.0562sqm + 8x0.0562=0.4496sqm +2x22/7x1/4x0.3x0.3=0.1414sqm0.5910sqm. @ 23.55kg / sqm = 13.92kg +Add wastage @ 10% = 1.39kg = 15.31kg. Or 0.153q Quintal 0.153 5300.00 810.90

Gusset plateLabour -Fitter (Grade I) Day 1.00 200.00 200.00Blacksmith 1st class Day 1.50 200.00 300.00Blacksmith 2nd class Day 2.00 180.00 360.00Mason 1st class Day 0.03 200.00 6.00Mason 2nd class Day 0.03 180.00 5.40Beldar Day 2.50 150.00 375.00Sundries L.S. 80.00 1.00 80.00TOTAL 10194.10Add water charge @ 1% 101.94TOTAL 10296.04Add for contractor's profit overheads17.5% 1801.81cost of 5.76 sqm 12097.85cost per sqm 2100.32Say 2100.00

84 Same as above but mild steel plain black sheet 1mm thick

Materials(i) M.S. sheet 1 mm thick5.76sqm. @ 1x7.85Kg / sqm = 45.22 Kg +

Add wastage @ 10% = 4.52 kg = 49.74kg = 0.497q Quintal 0.497 5400.00 2683.80

S&F Plain, galvanised, mild steel sheeting in covering to door shutters cut to size, edges beaded if directed, holes punched; including round headed screws, clout nails or rivets and fixed to wood or steel members, etc., with plain 40mm lap joints or welded/reiveted seams including bending, turning up, mitred angles, stopped ends, outlets, etc as required (3.0mm thickness)

Details of cost for a double leaf door of size 2.4 m 2.4 m= 5.76 sqm

Details of cost for a double leaf door of size 2.4 m 2.4 m= 5.76 sqm



S.NO. Description Unit Quantity Rate AmountM.S. sheet 2x5.76 =11.52 +(ii) Gusset plates 1.00 mm thickArea of one gusset plates 0.3x0.04 = 0.0120+1/2x0.26(0.04+0.3 =0.0562sqm + 8x0.0562=0.4496sqm +2x22/7x1/4x0.3x0.3=0.1414sqm0.5910sqm. @ 7.85kg / sqm = 4.64kg +Add wastage @ 10% = 5.10kg Or 0.051q Quintal 0.051 5300.00 270.30

Gusset plateLabour -Fitter (Grade I) Day 0.75 200.00 150.00Blacksmith 1st class Day 1.13 200.00 225.00Blacksmith 2nd class Day 1.50 180.00 270.00Mason 1st class Day 0.02 200.00 4.50Mason 2nd class Day 0.02 180.00 4.05Beldar Day 1.88 150.00 281.25Sundries L.S. 60.00 1.00 60.00TOTAL 3948.90Add water charge @ 1% 39.49TOTAL 3988.39Add for contractor's profit overheads17.5% 697.97cost of 5.76 sqm 4686.36cost per sqm 813.60Say 814.00

86

Materials

Sqm 0.25 1.00 0.250

1 0.250 9.81 2.45

Amount of steel frame per rm 1 2.453 72.00 176.58Labour -Fitter (Grade I) Day 0.03 200.00 6.00Beldar Day 0.04 150.00 6.00Sundries L.S. 1.79 1.00 1.79TOTAL 190.37Add water charge @ 1% 1.90TOTAL 192.28Add 17.5% for contractor's profit overheads 33.65cost for 1 m 225.93Say 226.00

87

Materials

Pressed steel frames for doors with one rebates including necessary fixing lugs, hinges, lock strike plate etc. (frame size 135 x 32.5mm)

frame's length in cross section = 0.135 + 0.0325 + 0.0325 + 0.025 + 0.025 = 0.250 m; Area =

Weight of pressed steel frame per rm (unit weight of 1.25mm thick sheet is 9.81 kg/sqm)

Pressed steel frames for doors with two rebates including necessary fixing lugs, hinges, lock strike plate etc. (frame size 195 x 50mm)




Sqm 0.35 1.00 0.345

1 0.345 9.81 3.38

Amount of steel frame per rm 1 3.384 72.00 243.68Labour -Fitter (Grade I) Day 0.03 200.00 6.00Beldar Day 0.04 150.00 6.00Sundries L.S. 1.79 1.00 1.79TOTAL 257.47Add water charge @ 1% 2.57TOTAL 260.05Add 17.5% for contractor's profit overheads 45.51cost for 1 m 305.56Say 306.00

88

Details of cost for 1 quintal-MATERIALSDeformed twisted steel bars = 1.00 qAdd 1% wastage= 0.01Total =1.01q Quintal 1.010 4600.00 4646.00Carriage of steel 1.01/10= 0.101 t Tonne 0.101 47.29 4.78Cover block LS 50.000 1.00 50.00Binding wire kg 1.100 53.00 58.30Labour

Blacksmith 1st class Day 0.81 220.00 178.20Beldar Day 0.81 160.00 129.60Sundries & binding wire L.S 26.91 1.00 26.91Total 5093.79Add 1% for water charges 50.94Total 5144.72Add 17.5 % for contractor's profit and overheads 900.33Cost of one quintal 6045.05Cost of 1 Kg 60.45Say 60.00

89

Details of cost for 1 quintal-

MATERIALSDeformed twisted steel bars = 1.00 qAdd 1% wastage= 0.01Total =1.01q Quintal 1.01 4650.00 4696.50

frame's length in cross section = 0.195 + 0.05 + 0.05 + 0.025 + 0.025 = 0.345 m; Area =

Weight of pressed steel frame per rm (unit weight of 1.25mm thick sheet is 9.81 kg/sqm)

S/F TMT bars 10mm dia and over cut to length, bent to shape required including cranking, bending spirally for hoping for columns, hooking ends and bindings with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified.

For straightening, cutting, bending, binding and placing in position

Ditto as above but 6mm to 8mm dia cut to length, bent to shape required including cranking, bending spirally for hoping for columns, hooking ends and bindings with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified.



S.NO. Description Unit Quantity Rate AmountCarriage of steel 1.01/10= 0.101 t Tonne 0.101 47.29 4.78Cover block LS 50.00 1.00 50.00Binding wire Quintal 1.10 53.00 58.30Labour

Blacksmith 1st class Day 1.09 220.00 239.80Beldar Day 1.09 160.00 174.40Sundries & binding wire L.S 26.91 1.00 26.91Total 5250.69Add 1 % for water charges 52.51Total 5303.19Add 17.5 % for contractor's profit and overheads 928.06Cost of one quintal 6231.25Cost of 1 Kg 62.31Say 62.00

90

Details of cost for 1 quintal-MATERIALSDeformed twisted steel bars = 1.00 qAdd 1% wastage= 0.01Total =1.01q Quintal 1.010 4650.00 4696.50Carriage of steel 1.01/10= 0.101 t Tonne 0.101 47.29 4.78Cover block LS 50.000 1.00 50.00Binding wire Quintal 1.100 53.00 58.30Labour

Blacksmith 1st class Day 0.81 220.00 178.20Beldar Day 0.81 160.00 129.60Sundries & binding wire L.S 26.91 1.00 26.91Total 5144.29Add 1 % for water charges 51.44Add 17.5 % for contractor's profit and overheads 5195.73Cost of one quintal 909.25Cost of 1 Kg 6104.98

61.05Say 61.00

91 S&F ms fan boxes of sizes as shown on drawings and as specified

Details of cost of one box clampMaterialCircular CI box including bottom and top lids Each 1 35 35.00 Labour - Blacksmith 2nd class Day 0.03 190 5.70 Beldar Day 0.03 150 4.50


Ditto as above but 5mm dia and over upto and including 10mm dia in stirrups, spacers and binders cut to length, bent to shape required including cranking, bending, hooking ends and bindings with mild steel wire (annealed) not less than 0.9 mm dia or securing with clips quality conforming to complete all as specified.





Sundries (carriage, fixing and painting etc.) L.S. 1.82 1 1.82 TOTAL 47.02Add water charge @ 1% 0.47TOTAL 47.49Add for contractor's profit overheads17.5% 8.31cost for one fan box 55.80Say 56.00




92

Details of cost for 40.02 kg

MaterialsAluminium Section(i) External member of the frame

v = 2x2.40 = 4.80 mH = 2x3x0.95 = 5.70 m10.50 m @ 1.653 kg / m = 17.36 kg(ii) Internal member of framev = 2x2.40 = 4.80 mH = 2x3x0.95 = 5.70 m7.65 m@ 1.692 kg / m = 12.94 kg(iii) Aluminiumsnap bearing on both side2x6x2 (1.14+0.95) = 50.16 msnap bearing = 50.16 m @ 0.176 kg / m = 8.33 kg(iv) Angel cleat 38x38x4.8 mm 50 mm long 18x0.05 = 0.90 m @ 0.985 kg / m = 0.89 kgSub total 40.02 kgAdd 5% wastege = 2.00 kg total = 42.02 kg Kilogram 42.02 250.00 10505.00

100 Nos. 72.00 63.00 4536.00(vi) Dash hold fastners Each 12.00 11.20 134.40Polyester powder coating 50 microns on aluminium sections Kilogram 42.02 70.00 2941.40(vii) carrige of material L.S. 52.000 1.00 52.00Labour -For fabrication of frameFitter Day 0.62 200.00 124.00Beldar ( Special) Day 0.54 170.00 91.80Beldar Day 0.36 150.00 54.00Bandhani Day 0.04 200.00 8.00

L.S. 52.00 1.00 52.00TOTAL 18498.60Add water charge @ 1% 184.99TOTAL 18683.59Add for contractor's profit overheads @ 17.5% 3269.63cost for 40.02 kg 21953.21cost for 1 kg 548.56Say 549.00

93

Details of cost for 20.21 kg

Materials(i) Hanging style1x2.35 = 2.35 m @ 2.53 kg / m = 5.95 kg

Meeting style

Anodized aluminum frame for doors, windows, ventilators with one or more rebates including joining cleat for fixing etc. complete all as specified.

(v) C.P. bass / stainless steel screws 20 mm for cleat angle 18x4 = 72 nos

Labour for drilling holes, hire charges of drill, electricity charges, carrages, of dash hold fastners & sundries

Anodized Aluminum window and ventilator shutters, fixed/sliding type without sash bar, aluminum section weighting 0.55 kg/m including necessary joining cleats, glazing cips, rubber packing, anodized aluminum snap beading, screws etc. Complete all as specified.



S.NO. Description Unit Quantity Rate Amount(ii) 1x2.35 = 2.35 m @ 2.465 kg / m = 5.79 kgTop bottom rail(iii) 2x0.75=1.50 m @ 2.48 kg / m = 3.72 kg(iv) Loch rail1x0.75 = 0.75 m @ 2.53 kg / m = 1.90 kg(v) Glazing plate on one side of lock rail1x0.75 = 0.75 m @ 0.459 kg / m = 0.34 kgVi) Aluminium snap beading on both side2x2 (0.75 +1.26) = 8.04 m2x2 (0.75 +0.81) = 6024 m14.28 m @ 0.176 kg / m = 2.51 kg(vii) Aluminium angle cleat 38x38x4.8 mm 35 mm long3x4x0.035 = 0.42 m @ 0.985 kg / m = 0.41 kgSub total = 20.62 kgAdd 5% wastege =1.03 kg Total = 21.65 kg Kilogram 21.65 600.00 12990.00(viii) Aluminium hinges 100x75x4 mm 10 Nos. 4.00 582.40 2329.60(ix) C.P. brass / stainless steel screw 20 mmFor cleat 12x4 =48For cleat 4x8 = 32

Total = 92 nos. 100 Nos. 92.00 88.20 8114.40(x) Exoxy powoder coating 50 micron on aluminium section Kilogram 21.65 63.00 1363.95(xi) carrige of material L.S. 31.20 1.00 31.20(xii) Neoprene / PVC gasket in groove of meeting style Metre 2.35 30.80 72.38Labour -For fabricationFitter Day 0.32 64.00Beldar ( Special) Day 0.28 47.60Beldar Day 0.18 27.00Bandhani Day 0.20 40.00for fixing the shutter including hingesCarpent I st class Day 0.06 12.00Beldar Day 0.04 6.00

L.S. 26.00 26.00TOTAL 25124.13Add water charge @ 1% 251.24TOTAL 25375.37Add for contractor's profit overheads @ 17.5% 4440.69cost for 20.21 kg 29816.06cost for 1 kg 1475.31Say 1475.00

For glazing plate @ 15cm centre to centre in 75 cm length 2x6 = 12

Labour for making provision for fitting and carrige of screw etc.. Including sundries




94 Sheet glass, 5.0mm thick, selected quality and glazing in squares in each pane

MaterialsSheet glass 5.0mm thick Sqm 1.00 375.00 375.00Labour LS 1.00 40.00 40.00TOTAL 415.00Add water charge @ 1% 4.15TOTAL 419.15Add for contractor's profit overheads @ 17.5% 73.35cost of 1sqm 492.50Say 493.00

95 Sheet glass, 5.5mm thick, selected quality and glazing in squares n exc 0.5 sqm in each pane


96 Figured glass, 5mm thick pin head type and glazing in squares n exc 0.5 sqm in each pane


97

MaterialsMirror of superior make glass 600 x 600 Each 1.00 375.00 375.00hard board 6mm thick 600 x 600 Sqm 0.27 180.00 48.60wooden cleats Each 4.00 14.00 56.0025mm CP brass screw, and washers 100nos 0.04 85.00 3.40Labour carpenter-II Day 0.33 180.00 59.40beldar Day 0.33 150.00 49.50TOTAL 591.90Add water charge @ 1% 5.92TOTAL 597.82Add for contractor's profit overheads @ 17.5% 104.62cost of 1sqm 702.44Say 702.00

600mm x 600mm bevelled edge mirror of selected quality glass, mounted on 6mm thick AC building board of commercial plywood and fixed to wooden plugs with chromium plated brass screws and cup washers




99

Details Cost For 10 sqm Materials 25mm thick kota slab polished including 15% wastage Sqm 11.5 280 3220.00Carriage of stone Kg 0.67 5.67 3.80Carriage for cement Kg 6.4 5.67 36.29Dark shade pigment kg 4.5 50 225.00LabourMason 2nd class Day 1.2 190 228.00Beldar Day 1.0 150 150.00Coolies Day 1.0 140 140.00Beldar for rubbing and polishing Day 5.0 150 750.00machine Day 4.0 200 800.00Sundries L.S. 1.0 150 150.00TOTAL 5703.09Add 1% for water Charges 57.03TOTAL 5760.12Add 17.5% for Contractor Profits and Over Heads 1008.02Cost for 10 sqm 6768.14Cost for 1 sqm 676.81

Total 677.00

100

Details Cost For 10 sqm Materials 25mm thick kota slab polished including 15% wastage Sqm 11.5 280 3220.00Carriage of stone Kg 0.67 5.67 3.80Carriage for cement Kg 6.4 5.67 36.29Dark shade pigment kg 4.5 50 225.00LabourMason 2nd class Day 3.0 190 570.00Beldar Day 3.0 150 450.00Coolies Day 1.0 140 140.00Beldar for rubbing and polishing Day 7.0 150 1050.00Sundries Day 1 150 150.00TOTAL 5845.09Add 1% for water Charges 58.45TOTAL 5903.54Add 17.5% for Contractor Profits and Over Heads 1033.12Cost for 10 sqm 6936.66Cost for 1 sqm 693.67

Total 694.00

101

Details Cost For 10 sqm Materials 12 mm thick kota slab polished including 15% wastage Sqm 11.5 250 2875.00Carriage of stone Kg 0.67 5.67 3.80Cement mortar 1:4 (10mm) Cum 0.1 2972.00 297.20Carriage for cement Kg 6.4 5.67 36.29Dark shade pigment kg 4.5 50 225.00Labour

Machine cut kota stone slab flooring 20-25mm thick over 20mm cement screed mortar 1:6 base laid and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing & polishing complete (price excluding 20mm cement screed & slurry)

Kota stone slab 20-25 mm thick in riser of steps, skirting, dado and pillar laid over cement screed and jointed with ditto as per item 1776 (price excluding 20mm cement screed & slurry)

Material and labour for kota stone slab 12mm thick over cill laid over 20mm cement mortar screed 1:6 in single piece including rubbing and polishing complete.



S.NO. Description Unit Quantity Rate AmountMason 2nd class Day 3.5 190 665.00Beldar Day 3.5 150 525.00Coolies Day 1.2 140 168.00Beldar for rubbing and polishing Day 8.5 150 1275.00Sundries Day 1 150 150.00TOTAL 6220.29Add 1% for water Charges 62.20TOTAL 6282.49Add 17.5% for Contractor Profits and Over Heads 1099.44Cost for 10 sqm 7381.93Cost for 1 sqm 738.19

Total 738.00

102

Details Cost For 10 sqm Materials 12 mm thick kota slab polished including 15% wastage Sqm 11.5 250 2875.00Carriage of stone Kg 0.67 5.67 3.80LabourMason 2nd class Day 2.0 190 380.00Beldar Day 2.0 150 300.00Coolies Day 0.7 140 98.00Beldar for rubbing and polishing Day 4.3 150 637.50Sundries Day 0.5 150 75.00TOTAL 4369.30Add 1% for water Charges 43.69TOTAL 4412.99Add 17.5% for Contractor Profits and Over Heads 772.27Cost for 10 sqm 5185.27Cost for 1 sqm 518.53

Total 519.00

103

Details Cost For 10 sqm Materials 12 mm thick kota slab polished including 15% wastage Sqm 11.5 350 4025.00Carriage of stone Kg 0.67 5.67 3.80LabourMason 2nd class Day 2.0 190 380.00Beldar Day 2.0 150 300.00Coolies Day 0.7 140 98.00Beldar for rubbing and polishing Day 4.3 150 637.50Sundries Day 0.5 150 75.00TOTAL 5519.30Add 1% for water Charges 55.19TOTAL 5574.49Add 17.5% for Contractor Profits and Over Heads 975.54Cost for 10 sqm 6550.03Cost for 1 sqm 655.00

Total 655.00

Plain kota stone 20mm shelves fixed to brick walls include making good, rubbing and polishing complete in kitchen below counter.

Plain Cuddapa stone 20mm shelves fixed to brick walls include making good, rubbing and polishing complete in kitchen below counter.




104

Details for 10 sqmBaroda green marble with wastage Sqm 11.5 483.75 5563.13carrige of marble slab L.S. 26.91 1 26.91labour for finishing 0.00Mason 1st class Day 1.2 220 264.00Beldar Day 1 150 150.00coolies Day 1 140 140.00Mchine for cutting Day 4 200 800.00Sundries L.S. 1 134.55 134.55Total 7078.59Add 1% water charges 70.79Total 7149.37Add 17.5% for Contractor Profits and Over Heads 1251.14Cost for 10 sqm Total 8400.51Cost for 1 sqm 840.05

Say 840.00

105

Details for 10 sqmBaroda green marble with wastage Sqm 11.5 483.75 5563.13carrige of marble slab L.S. 26.91 1 26.91labour for finishing 0.00Mason 1st class Day 2 220 440.00Beldar Day 1.75 150 262.50coolies Day 1.5 140 210.00Mchine for cutting Day 8 200 1600.00Sundries L.S. 2 134.55 269.10Total 8371.64Add 1% water charges 83.72Total 8455.35Add 17.5% for Contractor Profits and Over Heads 1479.69Cost for 10 sqm Total 9935.04Cost for 1 sqm 993.50

Say 994.00

106 Mirror polishing on marble work/Granite work/stone work where ever required to give high gloss finish complete

Details for 10 sqmFloor grinder machine (granite) Day 1 220 220.00beldar Day 2.5 150 375.00bhishti Day 1.5 140 210.00Sundries grease, mop grinding stones etc LS 80 1 80.00Total 885.00Add 1% water charges 8.85Total 893.85Add 17.5% for Contractor Profits and Over Heads 156.42Cost for 10 sqm Total 1050.27Cost for 1 sqm 105.03

Say 105.00

Machine cut baroda green marble slab 20-25mm thick over cement screed base laid and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing complete on counters of kitchen. (rates excluding mortar bedding layer & slurry)

Same as above but 100mm wide in skirting & facias at same locations. (rates excluding mortar bedding layer & slurry)




107 Using in bedding/ Brushing neat cement slurry with 3.0kg of cement per sqm metre.

Details for 1 SqmCement for slurry over bed @3kg/sqm KG 3 5.2 15.60Mason Day 0.04 190 7.60coolie Day 0.04 140 5.60Sundries LS 7 1 7.00Total 35.80Add 1% water charges 0.36Total 36.16Add 17.5% for Contractor Profits and Over Heads 6.33Cost for 1 sqm Total 42.49

42.00

108

MaterialsTile = 1sqmWastage @ 2.5%total tiel = 1.025 sqm Sqm 1.025 268.75 275.47Carriage L.S. 6.24 1 6.24Mortor for pointing in white cement L.S. 13.47 1 13.47LabourMason Each 0.12 220 26.40coolies Each 0.12 140 16.80Sundries L.S. 18.5 1 18.50total 356.88Add 1% water charges 3.57total 360.45Add 17.5% for Contractor Profits and Over Heads 63.08

Total 423.53say 424.00

109 Same as above but in skirting at same locations.

MaterialsTile = 1sqmWastage @ 10%total tiel = 1.10 sqm Sqm 1.1 268.75 295.63Carriage L.S. 6.24 1 6.24Mortor for pointing in white cement L.S. 13.47 1 13.47LabourMason Each 0.2 220 44.00coolies Each 0.2 140 28.00Sundries L.S. 28 1 28.00total 415.34Add 1% water charges 4.15total 419.49Add 17.5% for Contractor Profits and Over Heads 73.41

Total 492.90say 493.00

110 Glazed ceramic tiles 300x 200 x 6.5 mm thick on vertical surfaces such as skirting, dados and risers to steps etc

Deatil of cost 1 sqm

M & L Matt glazed Ceramic tiles 400x400, rectified set in cement mortar 1:3, jointed and pointed in pigmented cement slurry (rates excluding cement mortar bedding layer & cement slurry)



S.NO. Description Unit Quantity Rate AmountMaterialsCeramic tiels = 1.00 sqmAdd wastage = .05Total tile =1.05 Sqm 1.05 268.75 282.19LabourForeman Each 0.1 250 25.00Mason Each 0.45 220 99.00Beldar Each 0.45 140 63.00Waterman Each 0.05 140 7.00Total 476.19Add for pointing & pigment, white cement @ 7% 33.33Total 509.52Add for Sundries @ 3% 15.29Total 524.81Add water charge @ 1% 5.25Total 530.05Add 17.5% for Contractor Profits and Over Heads 92.76

Total 622.81say 623.00

111 Glazed ceramic decorative tiles 200x 100 x 6.5 mm thick on vertical surfaces in borders at kitchen and toilets

For 10 Rm with 100 mm height (i.e. 1 sqm)

Details of cost 1 sqmMaterials-Decorative border tile =1.00 sqmAdd wastage=.05Total tile =1.05 Sqm 1.05 488.7 513.135Cement slurry @ 3.3kg / sqm Kg 3.3 5.2 17.16LabourForeman Each 0.08 250 20Mason Each 0.4 220 88Beldar Each 0.4 140 56Waterman Each 0.04 140 5.6Total 699.90Add for pointing & pigment, white cement @ 7% 48.99Total 748.89Add 1% water charges 7.49Total 756.38Add 17.5% for Contractor Profits and Over Heads 132.37Total for 1 sqm ( 10Rm with 100mm Ht barder) 888.74

say 889.00

112

Deatil of cost 1 sqm MaterialsCeramic tiels = 1.00 sqmAdd wastage = .05Total tile =1.05 Sqm 1.05 279.5 293.48LabourForeman Each 0.07 250 17.50

M & L Matt glazed Non skid Ceramic tiles with approved colour (300 mm x 300 mm) x 7 mm thick, in floors etc. set and pointed in neat cement slurry and pointed in colored cement to match tiles



S.NO. Description Unit Quantity Rate AmountMason Each 0.4 220 88.00Beldar Each 0.4 140 56.00Waterman Each 0.04 140 5.60Total 460.58Add for pointing & pigment, white cement @ 7% 32.24Total 492.82Add for Sundries @ 3% 14.78Total 507.60Add water charge @ 1% 5.08Total 512.68Add 17.5% for Contractor Profits and Over Heads 89.72

Total 602.39say 602.00

113

Deatil of cost 1 sqm MaterialsCeramic tiels = 1.00 sqmAdd wastage = .05Total tile =1.05 Sqm 1.05 249.75 262.24LabourForeman Each 0.07 250 17.50Mason Each 0.4 220 88.00Beldar Each 0.4 140 56.00Waterman Each 0.04 140 5.60Total 429.34Add for pointing & pigment, white cement @ 7% 30.05Total 459.39Add for Sundries @ 3% 13.78Total 473.17Add water charge @ 1% 4.73Total 477.90Add 17.5% for Contractor Profits and Over Heads 83.63

Total 561.54say 562.00

114 Screed bed or bedding layer of cement mortar (1:4) 15 mm thick for laying floor finishes

Detail of cost for 10 sqm

Materials

Cum 0.172 2972.00 511.184

LabourMason Day 0.17 250.00 42.5coolie Day 0.25 130.00 32.5Bhisti Day 0.50 130.00 65TOTAL 651.18Add 1% for water charges 6.51TOTAL 657.70Add 17.50 % for contractor's profit and overheads 115.10Cost of 10.00 sqm 772.79

M & L Rough finished tile (sand paper finish) Ceramic tiles with approved colour (300 mm x 300 mm) x 7 mm thick, in floors etc. set and pointed in neat cement slurry and pointed in colored cement to match tiles conforming to European std EN 177 BIIa / ISO

Screed bed or bedding layer of cement mortar (1:4) 15 mm thick for laying floor finishes



S.NO. Description Unit Quantity Rate AmountCost of 1.00 sqm 77.28Say 77.00






Materials

Cum 0.115 2972.00 341.78

LabourMason Day 0.15 250.00 37.5coolie Day 0.22 130.00 28.6Bhisti Day 0.45 130.00 58.5TOTAL 466.38Add 1% for water charges 4.66TOTAL 471.04Add 17.50 % for contractor's profit and overheads 82.43Cost of 10.00 sqm 553.48Cost of 1.00 sqm 55.35Say 55.00



Materials

Cum 0.23 2972.00 683.56

LabourMason Day 0.19 250.00 47.5coolie Day 0.28 130.00 36.4Bhisti Day 0.52 130.00 67.6TOTAL 835.06Add 1% for water charges 8.35TOTAL 843.41Add 17.50 % for contractor's profit and overheads 147.60Cost of 10.00 sqm 991.01Cost of 1.00 sqm 99.10Say 99.00

117 Rendering 12 mm thick plaster on all internal faces of brick work or concrete surfaces in cement plaster 1:6


Cum 0.144 2289.00 329.62

LabourMason Day 0.74 250.00 185coolie Day 0.82 160.00 131.2Bhisti Day 0.96 130.00 124.8Scaffolding and sundries L.S. 11.70 1.00 11.7



12 mm plaster (mortar basic rate as mentioned above here-in before)



S.NO. Description Unit Quantity Rate AmountTOTAL 782.32Add 1% for water charges 7.82TOTAL 790.14Add 17.50 % for contractor's profit and overheads 138.27Cost of 10.00 sqm 928.41Cost of 1.00 sqm 92.84Say 93.00

118


Cum 0.072 3960.00 285.12LabourMason Day 0.51 260.00 132.6coolie Day 0.75 140.00 105Bhisti Day 0.92 160.00 147.2Extra for removing burrs, cleaning with wire brushes, pock L.S. 13.39 1.00 13.39Scaffolding and sundries L.S. 11.70 1.00 11.7TOTAL 695.01Add 1% for water charges 6.95TOTAL 701.96Add 17.50 % for contractor's profit and overheads 122.84Cost of 10.00 sqm 824.80Cost of 1.00 sqm 82.48Say 82.00

119

Details Cost For 10 sqm Materials

Cum 0.144 2972.00 398.8LabourMason Day 0.67 260 174.2Beldar Day 0.75 160 120Bhisti Day 0.92 160 147.2Scaffolding L.S. 8.97 2 17.94cement Kg 20 5.2 104carriage Kg 0.02 4.5 0.09Beldar Day 0.25 160 40

Stone chipping 10mm nominal size cum 0.14 3750 523.6Carriage Stone chipping 10 mm nominal size cum 0.14 53.21 7.45Coarsed sand cum 0.04 556.88 22.28carriage coarsed sand cum 0.04 53.21 2.13cement Kg 10 5.2 52

Rendering 5mm thick plaster on concrete surfaces in soffit of roof/floor slab, slabs & bottom of beams, lintels, seismic bands, shelves & RCC railing / parapets etc. with cement mortar 1:3

5mm plaster (mortar basic rate as mentioned above here-in before)

Washed stone grit plaster on exterior walls, in two layers, under layer 12mm cement plaster 1:4 (1 cement: 4 coarse sand) furrowing the under layer with scratching tool, applying cement slurry on the under layer @ 2 Kg of cement per sqm shall be applied, top layer 15mm thick with white/approved coloured marble chips in proportion of 1:0.5:2 (1 mixed white & grey cement or silver cement : 0.5 marble powder : marble chipping 12mm and down size)

Under layer 12 mm cement plaster with cement mortor 1:4 ( 1 cement 4 coarsed sand

Top Layer 15 mm thick stone chipping plaster Quantity required =0.172 cum including wastage

Preparation for cement concrete mix 1:5:2 ( 1 cement, 1/2 coarsed sand , 2 stone chiping to 10mm nominal dia



S.NO. Description Unit Quantity Rate Amountcarrige cement Kg 10 4.5 45Beldar Day 4.29 160 686.4Bhisti Day 2.08 160 332.8Hire charges of mechanical mixter L.S. 4.29 1 4.29Sundries L.S. 2.08 1 2.08Labour 0Mason 1st class Day 1.75 260 455Beldar Day 1.75 160 280Bhisti Day 0.3 160 48Scaffolding L.S. 1 24.55 24.55Labour for washing 0Mason 1st class Day 1 260 260Coolies Day 0.5 140 70Sundries soft brushes etc. L.S. 1 25.22 25.22Total 3843.1Add 1% for water Charges 38.43TOTAL 3881.5Add 17.5% for Contractor Profits and Over Heads 679.26Cost for 10 sqm 4560.8Cost for 1 sqm 456.08Say 456.00

120

Details of cost for 30 mtrs

wastage @ 10% = 0.15 cudmtotal = 15.15 cudmaverage = 15.15/2 7.57

cost for using once = 1.50 cudmsecond class kail wood in planks 10 cum 0.15 178 26.70carriage of timber L.S. 0.39 1 0.39labour for making battenscarpenter 2nd class day 0.15 180 27.00beldar day 0.15 140 21.00sundries L.S. 2.86 1 2.86

mason 1st class day 0.7 180 126.00beldar day 0.7 140 98.00nails and cemet mortar L.S. 71.86 1 71.86total 373.81add 1% for water charges 3.74total 377.55add 17.5% for contractor's profit and overheads 66.07cost of 30 mts 443.62cost per metre 14.79Say 15.00

Material and labour for forming square grooves in plaster not exceeding 12 mm deep and not exceeding 15 mm on face complete all as specified and as directed by Project Manager.

Second class kail wood in plank (30 x 0.025 x 0.015m = 0.01 cum) + (30 x 0.012 x 0.012m = 0.004 cum) = 0.015 cum = 15.00 cudm

assuming that the battens shall become unserviceable after using 5 times = 7.57

labour for nailing the battens to underlayer and finishing and repairing grooves




122

Cost for 10 sqmCement Primer Litre 0.7 70 49brushes, putty, etc. L.S. 7.15 1 7.15Sundries with Carraige L.S. 8.06 1 8.06oil bound distemper kg 1.5 77.5 116.25Carrige of material L.S. 4.42 1 4.42brushes, putty, etc. L.S. 11.7 1 11.7LabourPainter Day 1 250 250coolies Day 0.5 160 80Sundries with Carraige L.S. 8.06 1 8.06

TOTAL 534.64Add 1% water 5.3464

540Add 1.5% CP and OH 94.5

TOTAL 634.5For 1 sqm 63.45Say 64

123

For 10 sqmMaterials White lime Kg 3.0 8.00 24indigo gm 9.0 0.1 0.9LabourWhite washer Each 0.35 180 63Helper Each 0.25 140 35

Total 122.90Add Gum Putty, Brushes etc. @ 6% 7.37

130.27Add Scaffolding @ 4% 5.21

135.48Add for Sundries and Scaffolding @ 3% 4.06

139.55Add water Charges @ 1.5% 1.40

140.95For 1sqm Total 14.09

Say 14.00

124

Details Cost For 10 sqm Materials Primer Litres 0.75 95 71.25Putty L.S. 2.73 3.0 8.19Carraige L.S. 0.39 1 0.39LabourPainter Day 0.25 250 62.5Coolies Day 0.25 140 35Brushes, L.S. 5.33 1 5.33

Preparing surfaces of plastered or unplastered new surface of wall including applying priming coat of ready mixed water resistant cement based wall putty not less than 1mm thick and two coats of oil bound distemper

Preparing surfaces of plastered or unplastered new surface of ceiling applying not less than 1mm putty and rubbing off including three coats of white wash adding adequate quantity of zinc oxide to lime wash.

M & L preparation of surface of wood and wood based surfaces of any description not otherwise described exc 10cm width or girth + M & L priming coat on wood and wood based surfaces of any description not otherwise described exc 10cm width or girth with one coat of pink primer



S.NO. Description Unit Quantity Rate AmountSundriesTOTAL 182.66Add 1% for water Charges 1.83TOTAL 184.49Add 17.5% for Contractor Profits 32.29Cost For 10 sqm 216.77Cost For 1 sqm Total 21.68

Say 22.00

124 -II

Details For 10 sqm Materials Synthetic enamel paints Litre 1.16 130 150.8Materials for filling in holes and cracks L.S 5.33 3 15.99Carraige L.S 1.43 3 4.29LabourPainter Each 0.54 250 135Coolies Each 0.54 140 75.6Brushes, sand paper etc. L.S. 6.76 6.8 45.6976Sundries L.S. 8.06 8.1 64.9636Total 492.34Add 1% for water Charges 4.92

497.26Add 17.5% for Contractor Profits 87.02

584.29For 1 sqm 58.29

Say 58.00

125

Details Cost For 10 sqm Materials Primer Litres 0.75 95 71.25Putty L.S. 2.73 3.0 8.19Carraige L.S. 0.39 1 0.39LabourPainter Day 0.25 250 62.5Coolies Day 0.25 140 35Brushes, L.S. 5.33 1 5.33SundriesTOTAL 182.66Add 1% for water Charges 1.83TOTAL 184.49Add 17.5% for Contractor Profits 32.29

216.77Cost For 10 sqm Total 21.68Cost For 1 sqm Say 22.00

125-IIM & L 2 coats of synthetic synthetic enamel paint ( ordinary tint) ( each coat)

Details For 10 sqm Materials

M & L two coats of synthetic enamel paint on wood and wood based surfaces of any description not otherwise described exc 10cm width or girth over primer surface

M & L preparation of new steel surfaces exc 10cm width or girth + M & L priming steel surfaces exc 10cm width or girth with red oxide zinc chrome



S.NO. Description Unit Quantity Rate AmountSteel primer Litre 0.75 70 52.5Carraige L.S 0.39 2.5 0.975LabourPainter Each 0.25 250 62.5Beldar Each 0.25 160 40Brushes, sand paper etc. L.S. 5.33 3.0 15.99Sundries 10.79 1.0 10.79Materials Synthetic enamel paint Litre 1.16 130.0 150.8Carraige L.S. 0.55 1.0 0.55LabourPainter Day 0.54 250 135.00Coolies Day 0.54 140 75.60Putty Brushes etc. L.S. 6.76 1 6.76Sundries L.S. 8.06 1 8.06

559.50Add 1% for water Charges 5.60TOTAL 565.10Add 17.5% for Contractor Profits 98.90

664.00For 1 sqm 66.40

Say 66.00

126

Materials

Stainless steel plank rack size 750 mm x 600 mm x 250 mm Metre 1.00 950.00 950.00Fixing charges L.S. 40.43 1.00 40.43Carriage of material L.S. 10.79 1.00 10.79TOTAL 1001.22Add water charge @ 1% 10.01TOTAL 1011.23Add for contractor's profit overheads @ 17.5% 176.97cost of one no. 1188.20Say Say 1188.00

127 M&L Safety chain to external doors as shown on drawings

MaterialsM.S. Safety chain Each 10.00 65.00 650.00iron screws 25 mm 100 Nos. 0.60 35.00 21.00Carriage of material L.S. 9.10 1.00 9.10Labour Carpainter II class Day 0.10 180.00 18.00TOTAL 698.10Add water charge @ 1% 6.98TOTAL 705.08Add for contractor's profit overheads @ 17.5% 123.39cost of 10 nos. 828.47cost of 1 no. 82.85Say Say 83.00

Providing and fixing stainless steel (grade 304 AISI) plate rack 750 mm x 600 mm x 250 mm deep with plate racks, spoon holders, shelves made of SS sheet 1 mm thick and fixed to walls with CP screws & PVC rawl plugs all as shown on drawings




129

Each 1.00 4500.00 4500.00C.I. brackets Pair 2.00 67.20 134.40Cement sand and grit etc. L.S. 27.04 1.00 27.04Painting brackets L.S. 26.91 1.00 26.91Carriage of material L.S. 13.52 1.00 13.52Labour Fitter 1st class Day 0.22 200.00 44.00Mason 1st class Day 0.60 200.00 120.00Beldar Day 0.82 180.00 147.60TOTAL 5013.47Add water charge @ 1% 50.13TOTAL 5063.60Add for contractor's profit overheads @ 17.5% 886.13cost of one no. 5949.74Say Say 5950.00

130 S&F corner glass shelve with 8mm thick float glass, radius of each shelf 300mm

MaterialsCorner glass shelve Each 1.00 990.00 990.00Discount (25%) Each -1.00 247.50 -247.50iron screws 25 mm 100 Nos. 0.06 35.00 2.10Carriage of material L.S. 3.00 1.00 3.00Labour Carpainter II class Day 0.05 180.00 9.00TOTAL 756.60Add water charge @ 1% 7.57TOTAL 764.17Add for contractor's profit overheads @ 17.5% 133.73cost of 1 no. 897.90Say Say 898.00

131

MaterialsGlass shelf assembly (pre-fixed on aluminium angle frame) Each 1.00 238.00 238.00Discount (25%) Each -1.00 59.50 -59.50Brass screws 100 Nos. 0.04 55.00 2.20Carriage of material L.S. 3.00 1.00 3.00Labour Carpainter II class Day 0.05 180.00 9.00TOTAL 192.70Add water charge @ 1% 1.93TOTAL 194.63Add for contractor's profit overheads @ 17.5% 34.06cost of 1 no. 228.69Say Say 229.00

S&F sinks (grade 304 AISI) kitchen sink of glossy finish, ISI markedwith drainage board overall size of 37" x 18" and bowl size 16" x 14" x 8" depth and thickness of steel sheet 1mm including a pair of suitable size brackets and 32mm bore GI pipe medium grade waste pipe with coupling and central hole CP brass sink mixer of 15mm bore of cast copper alloy chromium plated.

Stainless steel kitchen sink - width drain board 950 mm x 450 mm bowl depth 200 mm

Glass shelf assembly placed on anodized aluminium angle frame fixed with chromium plated brass screws to plugs in the wall, size 60x12cm, 5.5mm thick sheet glass ordinary quality,




134

MaterialsLocker made of MS sheet (pre-painted) Each 1.00 1485.00 1485.00Discount (25%) Each -1.00 371.25 -371.25Brass screws 100 Nos. 0.04 85.00 3.40Carriage of material L.S. 8.00 1.00 8.00Labour Carpainter II class Day 0.05 180.00 9.00TOTAL 1134.15Add water charge @ 1% 11.34TOTAL 1145.49Add for contractor's profit overheads @ 17.5% 200.46cost of 1 no. 1345.95Say Say 1346.00

135

DescriptionBASIC PRICE 1849.00Less trade discount 0% 0.00(1-2) 1849.00Add excise on (1-2) 8.24% 152.36Total of (1-2+3) 2001.36Add VAT 12.50% 250.17Add transportation 1% 20.01

1% 20.01

Landed cost (4+5+6+7) 2291.55Installation, testing & commissiong 1% 22.92T&PLabourSupervisorConsumablesCost (8+9) 2314.47service Tax 10.30% 238.39Total (10+11) 2552.86Add 17.5% on (12) 17.50% 446.75Total cost (12+13) 2999.61

SAY 3000.00

136

DescriptionBASIC PRICE 1109.50Less trade discount 0% 0.00(1-2) 1109.50

Locker made of MS sheet including painting external surfaces with two coats of synthetic enamel paint over a coat of red oxide primer and fixed in cupboard all as shown on drawings.

HDPE (Rotational moulded) over head tanks of capacity 500 litres ISI marked double layered supplied and fixed as shown on drawings

Add loading of outward stn & unloading/local transportation etc. at in ward stn

HDPE (Rotational moulded) over head tanks of capacity 500 litres ISI marked double layered supplied and fixed as shown on drawings



S.NO. Description Unit Quantity Rate AmountAdd excise on (1-2) 8.24% 91.42Total of (1-2+3) 1200.92Add VAT 12.50% 150.12Add transportation 1% 12.01

1% 12.01

Landed cost (4+5+6+7) 1375.06Installation, testing & commissiong 1% 13.75T&PLabourSupervisorConsumablesCost (8+9) 1388.81service Tax 10.30% 143.05Total (10+11) 1531.85Add 17.5% on (12) 17.50% 268.07Total cost (12+13) 1799.93

SAY 1800.00

137

MaterialBasic price of closet (EWC) of vitreous china, Ist quality Each 1.00 1550.00 1550.00Cistern 3/6 litres Each 1.00 1100.00 1100.00Cistern lid Each 1.00 115.00 115.00Antimicrobial seat cover Each 1.00 599.00 599.00Dual flush fittings Set 1.00 935.00 935.00Total of Basic Price 4299.00Discount (15%) -644.85Total after discount 3654.15Carriage of material L.S. 50.00 1.00 50.00Labour Fitter 1st class Day 0.50 200.00 100.00Mason 1st class Day 0.60 200.00 120.00Beldar Day 0.82 180.00 147.60TOTAL 4071.75Add water charge @ 1% 40.72TOTAL 4112.47Add for contractor's profit overheads @ 17.5% 719.68cost of one no. 4832.15Say Say 4832.00

138

MaterialBasic price of wash hand basin of vitreous china, Ist quality Each 1.00 660.00 660.0032mm dia CP brass waste of standard pattern Each 2.00 115.00 230.00CI/MS bracket Each 1.00 52.00 52.00Total of Basic Price 942.00Discount (15%) -141.30

Add loading of outward stn & unloading/local transportation etc. at in ward stn

S&F water closet pedestal wash down pattern (EWC) of vitreous china, Ist quality, white colour including plastic seat and cover with flat underside solid moulding closed from pattern fixed with CP brass hinging device with low level PVC flushing cistern of 3/6 litres dual capacity, 32mm bore PVC flush pipe, internal fittings, brass handle and CP brass jet spray with PVC pipe with adopter, CP brass valve 15mm bore all as shown on drawings.

S&F wash hand basins rectangular type 550x400mm wall mounting including CP brass waste fitting 32mm dia with over flow, bottle trap 32mm, brass pipe to wall with CP brass cast wall flange, GI waste pipe 32mm dia (medium grade), pair of CI bracket duly painted embedded in walls and CP brass central hole basin mixer all as shown on drawings.



S.NO. Description Unit Quantity Rate AmountTotal after discount 800.70read lead, white lead and gasket LS 1.00 18.00 18.00cement, sand and grit LS 1.00 15.00 15.00painting of brackets, fittings. LS 1.00 27.00 27.00Carriage of material L.S. 25.00 1.00 25.00Labour Fitter 1st class Day 0.33 200.00 66.00Mason 1st class Day 0.33 180.00 59.40Beldar Day 0.67 140.00 93.80TOTAL 1104.90Add water charge @ 1% 11.05TOTAL 1115.95Add for contractor's profit overheads @ 17.5% 195.29cost of one no. 1311.24Say Say 1311.00




139 S&F soap dish of stainless steel fixed with CP brass screws & PVC rawl plugs all as shown on drawings.

stainless steel soap dish Each 1.00 168.00 168.00Discount (25%) Each -1.00 42.00 -42.00Brass screws 100 Nos. 0.02 55.00 1.10Carriage of material L.S. 1.00 1.00 1.00Labour Carpainter II class Day 0.05 180.00 9.00TOTAL 137.10Add water charge @ 1% 1.37TOTAL 138.47Add for contractor's profit overheads @ 17.5% 24.23cost of 1 no. 162.70Say Say 163.00

140

Towel ring with brackets of brass chromium plated Each 1.00 565.00 565.00Discount (25%) Each -1.00 141.25 -141.25Brass screws 100 Nos. 0.02 55.00 1.10Carriage of material L.S. 1.00 1.00 1.00Labour Carpainter II class Day 0.05 180.00 9.00TOTAL 434.85Add water charge @ 1% 4.35TOTAL 439.20Add for contractor's profit overheads @ 17.5% 76.86cost of 1 no. 516.06Say Say 516.00

141S&F stainless steel toilet paper holder fixed with CP brass screws & PVC rawl plugs as shown on drawings.

toilet paper holder basic rate Each 1.00 395.00 395.00Discount (25%) Each -1.00 98.75 -98.75Brass screws 100 Nos. 0.02 55.00 1.10Carriage of material L.S. 1.00 1.00 1.00Labour Carpainter II class Day 0.05 180.00 9.00TOTAL 307.35Add water charge @ 1% 3.07TOTAL 310.42Add for contractor's profit overheads @ 17.5% 54.32cost of 1 no. 364.75Say Say 365.00

142

basic rate - bottle trap Each 1.00 650.00 650.00

S&F Towel ring with brackets of brass chromium plated, outer dia 12mm and having wall thickness 25 gauge, weighing 250 gms.

M&L Brass chromium plated bottle trap for wash basins with inlet and outlet screwed for pipe or connections including necessary packing, union and cap and fixed



S.NO. Description Unit Quantity Rate AmountDiscount (25%) Each -1.00 162.50 -162.50Carriage of material L.S. 1.00 15.00 15.00Labour Plumber II class Day 0.25 180.00 45.00TOTAL 547.50Add water charge @ 1% 5.48TOTAL 552.98Add for contractor's profit overheads @ 17.5% 96.77cost of 1 no. 649.75Say Say 650.00

143 & 145

Details of cost for 10 meter10m 75mm pipe Metre 10.00 65.00 650.00Add 30% for fittings and wastage etc 10.00 19.50 195.00solvent for joining of pipe etc. L.S. 1.00 15.00 15.00Labour Fitter Day 0.33 180.00 59.40Asstt fitter Day 0.82 150.00 123.00beldar Day 0.66 140.00 92.40TOTAL 1134.80Add water charge @ 1% 11.35TOTAL 1146.15Add for contractor's profit overheads @ 17.5% 200.58cost of 10 metre. 1346.72cost per metre 134.67Say Say 135.00

144 & 146

Details of cost for 10 meter10m 110mm pipe Metre 10.00 140.00 1400.00Add 30% for fittings and wastage etc 10.00 42.00 420.00solvent for joining of pipe etc. L.S. 1.00 15.00 15.00Labour Fitter Day 0.33 180.00 59.40Asstt fitter Day 0.82 150.00 123.00beldar Day 0.66 140.00 92.40TOTAL 2109.80Add water charge @ 1% 21.10TOTAL 2130.90Add for contractor's profit overheads @ 17.5% 372.91cost of 10 metre. 2503.81cost per metre 250.38Say Say 250.00

148

Pipe bed concrete (A)Details of cost for 10 meterArea = w x (w/2) + 112x (3.14/4 x w2) - (3.14/dxd2)

Providing and fixing uPVC (SWR) waste, vent, soil pipe 75mm with clamps at 1.00m spacing, jointing of pipes & fittings with solvent cement and testing of joints complete.

Providing and fixing uPVC (SWR) waste, vent, soil pipe 110mm with clamps at 1.00m spacing, jointing of pipes & fittings with solvent cement and testing of joints complete.

M&L concrete bed to drain pipes including packing under, and haunching against the sides of pipes after they are laid and tested in 1:5:10 type C2-100mm



S.NO. Description Unit Quantity Rate AmountArea = 0.148 sqmfor 10m length, qty of concrete reqd = 1.48 cum Cum 1.48 2622.00 3880.56conccrete rate (ref from above)cost of 10 metre. 3880.56cost per metre 388.06

Pipe haunches concrete (B)Details of cost for 10 meterArea = w x (w/2) + 112x (3.14/4 x w2) - (3.14/dxd2)Area = 0.07034for 10m length, qty of concrete reqd = 0.7034 cum Cum 0.70 2622.00 1844.31conccrete rate (ref from above)cost of 10 metre. 1844.31cost per metre 184.43

(A) + (B) = 572.49

149SFRC cover to manholes & gully trap MD-10 medium grade

basic rate - SFRC cover MD-10 Sqm 1.00 5000.00 5000.00Discount (15%) Each -1.00 700.00 -700.00Carriage of material L.S. 1.00 25.00 25.00Labour Beldar Day 0.04 150.00 6.00TOTAL 4331.00Add water charge @ 1% 43.31TOTAL 4374.31Add for contractor's profit overheads @ 17.5% 765.50cost of 1 Sqm 5139.81Say Say 5140.00

150

details of cost of one gully trap100 x 100mm gully trap 'P' type Each 1.00 55.00 55.00CI grating 100x100mm each 1.00 10.00 10.00CI cover with frame 300 x 300mm inside each 1.00 265.00 265.00carriage of materials LS 4.50 1.00 4.50cement concrete 1:5:`10; 0.68 x 0.68 x 0.10m = 0.046 cumconcrete around trap: 0.3 x 0.3 x 0.675m = 0.061 cumdeduct: 0.021 cumNet quantity = 0.09 cum Cum 0.09 2622.00 235.98cement mortar 1:4 Cum 0.13 2972.00 386.36cement concrete 1:2:4 Cum 0.01 4086.97 32.7012mm cement plaster Sqm 0.29 78.23 22.69TOTAL 1012.22Add water charge @ 1% 10.12TOTAL 1022.35Add for contractor's profit overheads @ 17.5% 178.91cost of 1 Sqm 1201.26Say Say 1201.00

Providing and fixing salt glazed stone ware gully trap with grade 'A' complete with CI grating brick masonary chamber with water tight CI cover with frame of 300 x 300mm size (inside) the weight of cover to be not less than 4.5kg and frame to be not less than 2.70 kg as per standard design: 100x100mm size P type with FPS bricks class designation 75.




151 PVC sheet 5mm thick in shaft covering, MS angle framed, screwed to wall (rates excluding ms angles)

details of cost for 0.3 sqmPVC rigid foam sheet 5mm thickadd wastage @10% = 0.03total = 0.33 sqm Sqm 0.33 435.00 143.55Labour LS 1.00 30.00 30.00TOTAL 173.55Add water charge @ 1% 1.74TOTAL 175.29Add for contractor's profit overheads @ 17.5% 30.67cost of 0.3 205.96cost of 1 Sqm 686.53Say Say 687.00

152

Details of cost for a joint 2.5cm wide 15cm deep and 300m in lengthCubical content of joint300 x 0.15x0.025 = 1.125 cummaterialBitumen S-90 = 256.30 kg per cum256.30 x 1.125 = 288.34 kgadd for wastage @5% = 14.42 kg = 302.76 kg = 0.303 tonneBitumen S-90 = 256.30 kg per cum Tonne 0.303 26500 8029.5carriage of bitumen Tonne 0.303 53.21 16.12263

quintal 0.606 300 181.8carriage of steam coal tonne 0.061 60.81 3.70941coarse sand Cum 0.9 700 630carriage of coarse sand Cum 0.9 53.21 47.889labour for heating and filling 0mason 1st class Day 2.52 180 453.6mason 2nd class Day 2.52 160.00 403.2beldar Day 8.06 140.00 1128.4TOTAL 10894.22Add water charge @ 1% 108.94TOTAL 11003.16Add for contractor's profit overheads @ 17.5% 1925.55cost of 300m length, 2.5cm wide, and 15cm depth 12928.72cost per cm depth, per cm width per 100m length 114.92Say Say 115.00

153

Details of cost for 100 sqm @ 1.2 Kg per sqmBitumen S-90 = 120 kg or 0.12 tonne Tonne 0.12 26500 3180carriage of bitumen Tonne 0.12 53.21 6.3852

quintal 0.24 300 72

S&F mastic filling to full depth in plinth protection gaps comprising of one part of heated hot blown bitumen 85/25 penetration and two parts of heated coarse sand (by volume).

stem coal for heating of bitumen @2.0 quintal per tonne of bitumen

Applying evenly a tack coat of industrial bitumen 85/25 at the rate of 1:2 kg per sqm including cleaning RCC or brick surfaces.

stem coal for heating of bitumen @2.0 quintal per tonne of bitumen



S.NO. Description Unit Quantity Rate Amountcarriage of steam coal tonne 0.24 60.81 14.5944labour for cleaning, brooming the surfac 0coolie Day 4 140 560beldar Day 1.20 160.00 192labour for heating and filling 0mason 1st class Day 2.52 180 453.6mason 2nd class Day 2.52 160.00 403.2beldar Day 8.06 140.00 1128.4TOTAL 6010.18Add water charge @ 1% 60.10TOTAL 6070.28Add for contractor's profit overheads @ 17.5% 1062.30cost per 100 sqm 7132.58cost per Sqm 71.33Say Say 71.00

154

Details of cost for 10 metres cement concretestone aggregate (single size 10mm) cum 0.0836 790 66.04carriage of stone agg cum 0.0836 53.21 4.45coarse sand cum 0.0418 700 29.26carriage of coarse sand cum 0.0418 53.21 2.22portland cement tonne 0.03 5200 156.00carriage tonne 0.03 47.29 1.42beldar Day 1.085 140 151.90coolie Day 0.056 140 7.84bhishti Day 0.025 140 3.50Mason-1st class Day 0.005 190 0.95Mason-2nd class Day 0.005 180 0.90Mate Day 0.0037 150 0.56hire and running charges of mechanical mixer LS 2.47 1 2.47sundries LS 1.3 1 1.30Mason 1st class Day 0.15 190 28.50Mason 2nd class Day 0.15 180.00 27.00sundries LS 5.07 1 5.07cement mortar for grouting Cum 0.009 3960.00 35.64Mason Day 0.081 180 14.58coolie Day 0.101 140 14.14TOTAL 553.74Add water charge @ 1% 5.54TOTAL 559.28Add for contractor's profit overheads @ 17.5% 97.87cost per 10 m 657.15cost per m 65.72Say Say 66.00

155

Details of cost for 1nosstone aggregate (single size 20mm) cum 0.0067 775 5.19

Making gola by coving in the radius of 80mm cement concrete (1:2:4) admixed with int w/p compound finished with CM 1:4 admixed int w/p compound at junctions of horizontal surface and side walls. (rates exclusive of integral water proofing compound)

Making khurah 450x450mm with minimum thickness of 65mm in brick bat coba including rounding the edges and making finishing the outlet complete.



S.NO. Description Unit Quantity Rate Amountstone aggregate (single size 10mm) cum 0.0022 790 1.74carriage of stone agg cum 0.0089 53.21 0.47coarse sand cum 0.0044 700 3.08carriage of coarse sand cum 0.0044 53.21 0.23portland cement tonne 0.0032 5200 16.64carriage tonne 0.0032 47.29 0.15beldar Day 0.009 140 1.26coolie Day 0.006 140 0.84bhishti Day 0.0027 140 0.38Mason-1st class Day 0.0005 190 0.10Mason-2nd class Day 0.0005 180 0.09Mate Day 0.0037 150 0.56hire and running charges of mechanical mixer LS 0.26 1 0.26sundries LS 0.13 1 0.13PVC sheet 400 micron thick Sqm 1 26 26.00cement mortar 1:3 (1 cement : 3 coarse sand) cum 0.00 3960.00 16.24Mason Day 0.0235 180 4.23coolie Day 0.0235 140.00 3.29Bhisti Day 0.0078 150 1.17sundries LS 0.39 1 0.39portland cement tonne 0.0006 5200 3.12carriage of cement tonne 0.0006 47.29 0.03Mason Day 0.008 180 1.44coolie Day 0.008 140 1.12rounding of edges and making outlet LS 0.2026 1 0.20TOTAL 88.34Add water charge @ 1% 0.88TOTAL 89.23Add for contractor's profit overheads @ 17.5% 15.61Cost per item 104.84Say Say 105.00

156

Details of cost for 10 sqm150 micron polythene film Sqm 10 26 260.00carriage LS 1 13 13.00beldar Day 0.04 140 5.60coolie Day 0.02 140 2.80bhishti Day 0.001 140 0.14Mate Day 0.02 150 3.00TOTAL 284.54Add water charge @ 1% 2.85TOTAL 287.39Add for contractor's profit overheads @ 17.5% 50.29Cost per 10 sqm 337.68cost per 1 sqm 33.77Say Say 34.00

157M&L for three coats of polymer modified cementitious water proof coating of thickness 3mm to bottom and sides

M&L for laying 150 micron polythene film over a coat of 85/25 grade bitumen. (rates exclusive ofcoat of 85/25 grade bitumen)



S.NO. Description Unit Quantity Rate AmountDetails of cost for 30 sqmPolymer modified 3mm thick = 30 sqmadd wastage = 10% = 3 qmtotal = 33 sqmPolymer modified 3mm thick membrance reinforced with polyster Sqm 33 221 7293bitumen primer for bitumen membrane Litre 12 54 648carriage of tar bitumen tonne 0.012 53.21 0.63852carriage of primer for bitmen membrane LS 7.8 1 7.8fuel LPG kg 7 1 7preparing of roof surfaces, cutting grooves LS 49.53 1 49.53Labour 0skilled torch operator for laying tack Day 2.16 190 410.4Mason Day 0.18 190 34.2beldar Day 3.24 140 453.6sundries, brushes, bitumen torch etc LS 23.4 1 23.4TOTAL 8904.17Add water charge @ 1% 89.04TOTAL 8993.21Add for contractor's profit overheads @ 17.5% 1573.81Cost per 30 sqm 10567.02cost per 1 sqm 352.23Say Say 352.00

158

Details of cost for 10 holesaverage size 10 x 10 x 10 cmLabour for cutting holesMason -Ist class Day 0.7 190 133Mason -2nd class Day 0.7 180 126Beldar Day 1.4 140 196one nos GI pipe 50mm bore 250mm long for each holeGI pipe = 10 x 0.25 Metre 2.5 263.1 657.75Beldar for cutting pipe Day 0.5 140 70Cement concrete 1:2:4 10 x 0.1 x 0.1 x 0.1 = 0.01 Cum 0.01 4086.97 40.869721Finishing sides and making the holes leak proof LS 121.16 1 121.16Add for delay LS 40.3 1 40.3sundries LS 21.58 1 21.58TOTAL 1385.08Add water charge @ 1% 13.85TOTAL 1398.93Add for contractor's profit overheads @ 17.5% 244.81Cost per 30 sqm 1643.74cost per 1 sqm 164.37Say Say 164.00

P&F GI pipe 50mm bore, 35cm long medium grade with wire gauge on inside mouth in sunk of toilet and kitchen. (rates exclusive of integral water proofing compound)

d market rate analysis building

Documents