| 1 | 1 | Labour Charge for earth work in Excavation or ordinary soil in trenches for foundation including lift up to 1.50 Mtr. and lead upto 50 mtr. including dressing of sides and ramming of bottoms and disposal of surplus excavated earth as per direction of E/I within 50 mtrs. | BI01010001010000000000000515BI0100001114 | 103 | CUM |
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| 2 | 2 | Filling of earth by cartage. | BI01010001010000000000000515BI0100001115 | 10.24 | CUM |
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| 3 | 3 | a) Labour charges for filling in trenches in floor with available excavated earth in layers not exceeding 20cm in depth including watering, ramming and dressing of the surface. (b) ................... do ............ but for local sand etc. | BI01010001010000000000000515BI0100001116 | 1.49 | CUM |
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| 4 | 4 | Labour Charge for laying cement concrete 1:4:8/ 1:5:10 as specified mix in foundation or in under floors including compaction as per direction of E/I. | BI01010001010000000000000515BI0100001117 | 13.84 | CUM |
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| 5 | 5 | Labour charges for R.C.C. work in foundation slab beam columns T-beam; Lintels, etc. in specified mix excluding curing. Shuttering, bending and binding and using vibrator for compaction as per direction of E/I. a)Walls and thin beams of thickness from upto 15cm. | BI01010001010000000000000515BI0100001118 | 0.85 | CUM |
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| 6 | 6 | As in item no. 6 above but for slabs (Using 1:1.5:3 Mix concrete) | BI01010001010000000000000515BI0100001119 | 1.97 | CUM |
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| 7 | 7 | As in item no. 6 above but for Beams (Using 1:1.5:3 Mix concrete). | BI01010001010000000000000515BI0100001120 | 12.4 | CUM |
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| 8 | 8 | As in item no. 6 above but for raft foundation (Using 1:1.5:3 Mix concrete). | BI01010001010000000000000515BI0100001121 | 21.28 | CUM |
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| 9 | 9 | As in item no. 6 above but for column (Using 1:1.5:3 Mix concrete) | BI01010001010000000000000515BI0100001122 | 26.35 | CUM |
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| 10 | 10 | Labour charge for layout of centre line for columns at different level. | BI01010001010000000000000515BI0100001123 | 74 | NOS |
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| 11 | 11 | Labour charge for fixing and removal of starter for columns | BI01010001010000000000000515BI0100001124 | 74 | NOS |
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| 12 | 12 | Labour charge for casting of starter for columns | BI01010001010000000000000515BI0100001125 | 74 | NOS |
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| 13 | 13 | Labour Charge for Brick work in foundation and plinth with cement mortar of specified mix excluding cost of T&P etc. and curing as per direction of E/I. | BI01010001010000000000000515BI0100001126 | 55.13 | CUM |
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| 14 | 14 | Hire charges of mixture machine for mixing of cement concrete including supply of fuel, operator, running and maintenance of mixture machine. | BI01010001010000000000000515BI0100001127 | 76.69 | CUM |
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| 15 | 15 | Hire charge for fixing and removal of shuttering wooden/steel including supply of all material nails, shuttering iols, cotton waste etc. as required including all labour and T&P complete required for proper completion of work.For foundation footing, pedestal, grade beam, plinth band up to plinth level. | BI01010001010000000000000515BI0100001128 | 158.76 | SQM |
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| 16 | 16 | Same as above item no () but for above plinth | BI01010001010000000000000515BI0100001129 | 417.6 | SQM |
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| 17 | 17 | Hire charges for PIN/surface vibrator including fuel, operator & cartage upto site. | BI01010001010000000000000515BI0100001130 | 15 | DAY |
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| 18 | 18 | Same as in item no.13 above but in super-structure above plinth level up to floor two level (up to two storeys) including necessary cutting and moulding of brick work as required and also including honeycombed brick work in thickness of wall 23 cms. (1:6 cement : coarse sand) | BI01010001010000000000000515BI0100001131 | 23.87 | CUM |
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| 19 | 19 | Same as in item no. 11 but in 1:3 cement and coarse sand mortar in superstructure for wall thickness 12 cms brick work. | BI01010001010000000000000515BI0100001132 | 25.88 | CUM |
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| 20 | 20 | Labour charges for cutting, bending, placing & binding of reinforcement including its strengthening but excluding cost of binding wire as per direction of E/I. | BI01010001010000000000000515BI0100001133 | 89.8 | QTL |
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| 21 | 21 | Labour charges for cement plaster in single coat on wall in specified mix including wetting the surface and racking the joints as per direction of E/I excluding cost of curing and T&P . ) 15 mm Thick | BI01010001010000000000000515BI0100001134 | 4.83 | SQM |
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| 22 | 22 | 15 mm plinth plater in 1:4 (1 cement :4 coarse sand) including cost of water proofing compound. | BI01010001010000000000000515BI0100001135 | 4.83 | SQM |
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| 23 | 23 | Labour charges for cement plaster in single coat on wall in specified mix including wetting the surface and racking the joints as per direction of E/I excluding cost of curing and T&P . ) 12 mm Thick on fair face. | BI01010001010000000000000515BI0100001136 | 982.33 | SQM |
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| 24 | 24 | Labour charges for cement plaster in single coat on wall in specified mix including wetting the surface and racking the joints as per direction of E/I excluding cost of curing and T&P . ) 12 mm Thick on rough face. | BI01010001010000000000000515BI0100001137 | 52.63 | SQM |
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| 25 | 25 | Labour charges for engraving lines plaster for making groove as required. | BI01010001010000000000000515BI0100001138 | 1003.48 | RMT |
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| 26 | 26 | Labour charges for 40mm thick 1:2:4 plain cement concrete floor laid in panels including fixing of glass strip and finishing with 3mm thick floating coat of neat cement and marble dust as per direction of E/I. | BI01010001010000000000000515BI0100001139 | 8.88 | SQM |
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| 27 | 27 | Labour charges for 20mm thick cement plaster in dado finished with neat cement. | BI01010001010000000000000515BI0100001140 | 2.08 | SQM |
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| 28 | 28 | Labour charges for fixing of glazed/matt finished walls and floor tiles of different design 6mm thick in cement coarse sand mortar including cutting of tiles as required in approved pattern including grouting with white cement and pigment as per direction of E/I. a)For tile size 200x300mm and above size for ground floor | BI01010001010000000000000515BI0100001141 | 6.88 | SQM |
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| 29 | 29 | Labour charges for fixing of Door Chaukhats, wooden pressed steel, Angle-iron in masonry/concrete in specified mix in ground flooring including cutting of brick hole Above 1.5 Sqm. area upto 4.00 Sqm | BI01010001010000000000000515BI0100001142 | 2 | NOS |
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| 30 | 30 | Labour charge for fixing of pressed steel window frames/z- Section window in masonry concrete in specified mix in ground floor all repairs etc. as per direction of E/I. Upto 3.00 Sqm. | BI01010001010000000000000515BI0100001143 | 60 | NOS |
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| 31 | 31 | Fixing of boundary wall gate/cattle trap including fixing of hold fast complete with concrete mix 1:1.5:3 (1 cement: 1.5 coarse sand : 3 stone grit 20mm) in wall and grouting of guide rails complete. | BI01010001010000000000000515BI0100001144 | 26.78 | SQM |
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| 32 | 32 | Labour charges for fixing of doors shutters in chaukhats including fixing of all fittings required as per direction of E/I. | BI01010001010000000000000515BI0100001145 | 3.68 | SQM |
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| 33 | 33 | P/L chemical seal surface (brick coba) water proofing treatment room/toilets as per our specification No. PW-1 with cost of water proofing chemical, labour and supervision charges only, Cement brick bats and coarse sand shall be suplied by department. Average 100 mm thick brick coba | BI01010001010000000000000515BI0100001146 | 12.05 | SQM |
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| 34 | 34 | Making gola at the junction of floor and wall upto 300 mm height from finished surface. | BI01010001010000000000000515BI0100001147 | 13.76 | RMT |
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| 35 | 35 | Hire charges for staging with wooden bellies and bamboos including fixing & removal with narial gurrah etc. complete external as per direction of E/I. Excluding cost of all material.For building upto 4 stories (Storey height 4.25m.).(L=157.07+24.20)&H=(0.8+0.45+1.5) | BI01010001010000000000000515BI0100001148 | 996.99 | SQM |
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| 36 | 36 | Labour charge of making brick cornice with plaster in two course complete for R.C.C. cornic unit PCR may be made as per requirement at site.(62.8+62.8+35+35) | BI01010001010000000000000515BI0100001149 | 258.4 | RMT |
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