| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil.(DSR No. 2.8.1)\n \n \n | | 865 | P.Cum |
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| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. (DSR No. 2.25) | | 465 | P.Cum |
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| 3 | 3 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). (DSR No. 4.1.10) | | 20 | P.Cum |
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| 4 | 3.01 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size).(DSR No.4.1.3) | | 8.9 | P.Cum |
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| 5 | 4 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand). (DSR No. 6.1.1) | | 77.4 | P.Cum |
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| 6 | 5 | 12 mm cement plaster finished with a floating coat of neat cement : 1:3 (1 cement : 3 fine sand) (DSR No. 13.7.1) | | 233 | P.Sqm |
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| 7 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform (DSR No.5.9.3) | | 99 | P.Sqm |
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| 8 | 7 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:-Thermo-Mechanically Treated bars of grade Fe-500D or more. (5.22.6) | | 840 | P.Kg |
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| 9 | 8 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). (5.3) | BI01010001010000000000000515BI0100001120 | 10.5 | P.Cum |
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| 10 | 9 | Carriage of Material by Mechanical Transport including loading, unloading and stacking earth 3 Km. complete in all respect. as per detail . (DSR No. 1.1.2) \n | BI01010001010000000000000515BI0100001121 | 632 | P.Cum |
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| 11 | 10 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 200 mm diameter. (DSR No. 19.1.3) | BI01010001010000000000000515BI0100001122 | 500 | P.Mtr |
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| 12 | 11 | Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all-round S.W. pipes including bed concrete as per standard design :200 mm diameter S.W. pipe (DSR No. 19.2.3) | BI01010001010000000000000515BI0100001123 | 500 | P.Mtr |
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| 13 | 12 | Providing and fixing in position pre-cast R.C.C. manhole cover and frame of required shape and approved quality H D - 20 Circular shape 560 mm internal diameter (DSR No. 19.19.3.1) | | 20 | Each |
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| 14 | 13 | Extra for cutting through metalled roads and their foundations including sorting and screening and stacking the stone metal at site of work to the satisfication of EIC. (NSI) | | 382 | P.Sqm |
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| 15 | 14 | Supplying and filling sand under road crossing including carriage etc., complete in all respects to the entire satisfaction of the EIC. (NSI)\n \n | | 232 | P.Cum |
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| 16 | 15 | Lowering of RCC slab existing manhole and finishing the side complete including finishing manhole cover/frame at its proper level complete in all respest. (NSI)\n | | 10 | Each |
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| 17 | 16 | Making connection of drain or sewer line with existing manhole including breaking into and making good the walls, floors with cement concrete 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) cement plastered on both sides with cement mortar 1:3 (1 cement : 3 coarse sand), finished with a floating coat of neat cement and making necessary channels for the drain etc. complete : For pipes 100 to 250 mm diameter.(DSR No. 19.21.1)\n | | 20 | Each |
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| 18 | 17 | Shifting of GI connection coming in the alignment of the excavation complete in all respects. (NSI) | | 30 | Each |
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| 19 | 18 | Making plug in running sewer line to carry out the repair in safe manner including the cost of sand bags, wooden planks, ballies etc. complete in all respect. (NSI) | | 10 | Each |
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| 20 | 19 | Providing orange colour safety foot rest of minimum 6 mm thick plastic encapsulated as per IS : 10910, on 12 mm dia steel bar conforming to IS: 1786, having minimum cross section as 23 mmx25 mm and over all minimum length 263 mm and width as 165 mm with minimum 112 mm space between protruded legs having 2 mm tread on top surface by ribbing or chequering besides necessary and adequate anchoring projections on tail length on 138 mm as per standard drawing and suitable to with stand the bend test and chemical resistance test as per specifications and having manufacture's permanent identification mark to be visible even after fixing, including fixing in manholes with 30x20x15 cm cement concrete block 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) complete as per design. (DSR No. 19.16)\n | | 50 | Each |
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| 21 | 20 | Providing & fixing of RCC Pre-cast Slab and frames for IC chambers of size 4'-0\" x 3'-0\" by using cement concrete mixture in (M:20) (1:1.5:3) Complete in all respects with necessary handles for lifting pre cast slabs to the entire satisfaction of EIC (NSI) | | 40 | Each |
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| 22 | 21 | Dismantling of paver blocks including base of cement concrete 1:5:10 and disposal of malba as directed by EIC and thereafter re-fixing of interlocking paver blocks after scraping of mortar /concrete/rubbish etc. over 100mm thick base of coarse sand complete in all respects to the entire satisfaction of EIC. (NSI) | | 382 | P.Sqm |
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