| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /\nmanual means in foundation trenches or drains (not exceeding 1.5 m in\nwidth or 10 sqm on plan), including dressing of sides and ramming of\nbottoms, lift upto 1.5 m, including getting out the excavated soil and\ndisposal of surplus excavated soil as directed, within a lead of 50 m.\nAll kinds of soil. | BI01010001010000000000000515BI0100001113 | 644.8 | cum |
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| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth,\nsides of foundations etc. in layers not exceeding 20cm in depth,\nconsolidating each deposited layer by ramming and watering, lead up\nto 50 m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001114 | 315.8 | cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade\nexcluding the cost of centering and shuttering - All work up to plinth\nlevel : 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20\nmm nominal size) | BI01010001010000000000000515BI0100001118 | 4.8 | cum |
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| 4 | 4 | Brick work in F&P with 1:6 cm | BI01010001010000000000000515BI0100001119 | 111.32 | cum |
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| 5 | 5 | 12 mm cement plaster finished with a floating coat of neat cement\nof mix : 1:4 (1 cement: 4 fine sand) | BI01010001010000000000000515BI0100001120 | 71.5 | cum |
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| 6 | 6 | Supplying, filling, spreading & leveling stone boulders of size range\n5 cm to 20 cm, in recharge pit, in the required thickness, for all\nleads & lifts, all complete as per direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 60 | cum |
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| 7 | 7 | Supplying, filling, spreading & leveling gravels of size range 5 mm to\n10 mm, in the recharge pit, over the existing layer of boulders, in\nrequired thickness, for all leads & lifts, all complete as per direction\nof Engineer-in-charge. | BI01010001010000000000000515BI0100001125 | 60 | cum |
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| 8 | 8 | Supplying, filling, spreading & leveling coarse sand of size\nrange 1.5 mm to 2 mm in recharge pit, in required thickness over\ngravel layer, for all leads & lifts, all complete as per direction of\nEngineer -in-charge. | BI01010001010000000000000515BI0100001126 | 30 | cum |
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| 9 | 9 | Providing, hoisting and fixing up to floor five level precast reinforced cement\nconcrete work in string courses, bands, copings, bed plates, anchor\nblocks, plain window sills and the like, including the cost of required\ncentering, shuttering but excluding cost of reinforcement, with 1:2:4 (1\ncement: 2 coarse sand: 4 graded stone aggregate 20 mm nominal size). | BI01010001010000000000000515BI0100001127 | 8.6 | cum |
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| 10 | 10 | Steel reinforcement for R.C.C. work including straightening, cutting,\nbending, placing in position and binding all complete upto plinth level. Cold twisted bars | BI01010001010000000000000515BI0100001128 | 602 | kg |
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| 11 | 11 | Providing and fixing on wall face unplasticised Rigid PVC rain water\npipes conforming to IS : 13592 Type A, including jointing with seal\nring conforming to IS : 5382, leaving 10 mm gap for thermal expansion,\n(i) Single socketed pipes. 110 mm diameter | BI01010001010000000000000515BI0100001129 | 200 | m |
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| 12 | 12 | Providing and fixing on wall face unplasticised - PVC moulded fittings/\naccessories for unplasticised Rigid PVC rain water pipes conforming\nto IS : 13592 Type A, including jointing with seal ring conforming to\nIS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend | BI01010001010000000000000515BI0100001130 | 30 | each |
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| 13 | 13 | For 150 mm (6\") dia. Bore hole for 0-30 m | BI01010001010000000000000515BI0100001131 | 60 | m |
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| 14 | 14 | Supplying of PVC casing for 20 m in every borehole | BI01010001010000000000000515BI0100001132 | 40 | m |
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| 15 | 15 | Lowering of casing | BI01010001010000000000000515BI0100001133 | 40 | m |
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| 16 | 16 | Carriage of materials by mechanical transport including loading, unloading and stacking Earth | BI01010001010000000000000515BI0100001134 | 329 | cum |
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| 17 | 17 | Providing M.S. foot rests including fixing in manholes with 20x20x10\ncm cement concrete blocks 1:3:6 (1 cement : 3 coarse sand : 6 graded\nstone aggregate 20 mm nominal size) as per standard design : With 20 mm diameter round bar | BI01010001010000000000000515BI0100001135 | 40 | each |
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| 18 | 18 | Supplying and fixing C.I. cover without frame for manholes :\n455x610 mm rectangular C.I. cover (light duty) the weight\nof the cover to be not less than 23 kg | BI01010001010000000000000515BI0100001136 | 2 | each |
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| 19 | 19 | Providing and fixing on wall face unplasticised - PVC moulded fittings/\naccessories for unplasticised Rigid PVC rain water pipes conforming\nto IS : 13592 Type A, including jointing with seal ring conforming to\nIS : 5382, leaving 10 mm gap for thermal expansion. Bend 87.5° 110 mm bend | BI01010001010000000000000515BI010000117 | 40 | each |
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| 20 | 20 | Total impact of GST for the purpose of CTC | BI01010001010000000000000515BI0100001143 | 1 | Nos |
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