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Sl. No. Item of Work Qty. Unit Rate In figure Rate In words Ammont 1 2.4 (ii) Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead 1000 meter. (ii) Dismantling brick/tile workIn cement mortar 3.87 M³ 434.79 1,682.64 2 Dewatering by 5 H.P. Diesel pump set etc. all complete job as per direction of E/I. 75 135 10,125.00 3 2.6 Dismantling of cement concrete pavements by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stockpiling at designated locations disposal of dismantled materials up to a lead of 1000 meter, stacking serviceable and unserviceable materials separately 77.40 M³ 1535.2 118,824.48 4 3.13 Earth work in Excavation in foundation. All complete job. 421.24 M³ 247.06 104,071.98 5 12.3 Local Sand Filling in Foundation Trenches as per Drawing & Technical Specification 20.69 M³ 585.15 12,106.37 6 11.72 (BCD) Providing 100-A Brick flat soling joints filled with local sand. All complete job. 83.93 M² 327.36 27,475.00 7 RCD 4.2 (ii) Construction of granular subbase by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.) 129.00 M³ 2659.04 343,016.16 Construction of U/G drain and PCC Road in South Side of Fakirbara Kabristan in ward no. 40. Time of Completion : 03 Month 1,951,971.00 Tender No.: - 41/Bankipur/2019 Group- 56 BILL OF QUANTITY 5,000.00 39,100.00 Cost of Boq - Earnest Money : Estimated Cost : Rs NAME OF WORK- 8 6.1 (RCD) Dry Lean Cement Concrete Sub- base (Construction of dry lean cement concrete Sub- base over aprepared sub- grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.) 51.60 3817.23 196,969.07 9 12.8 B (RCD) Providing P.C.C. Grade M 15 with approved quality 111.30 M³ 5762.12 641,323.96 10 RCD - 12.5(III) Brick masonry work in cement mortar in 1:4 foundation complete excluding pointing and plastering, as per drawing and technical specifications 9.67 M³ 6161.07 59,569.85 11 13.5 E (RCD) Providing R.C.C. M20 Sub structure hight up to 5 m, Slab with approved quality of stone chips. All complete job. 5.42 M³ 5791.73 31,394.65 12 12.40 (RCD) Supplying, fitting and placing un- coated HYSD bar reinforcementas per drawing and technical specifications 569.16 kg 67.32 38,316.05 13 13.3 Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical Specifications With cement punning 67.80 m² 149.01 10,102.54 14 Model Estimate Providing

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