| 1 | 1 | Silt clearance of drain, channels and canals with lift 1.5 Mtr and lead up to 50 Mtr | BI01010001010000000000000515BI0100001113 | 13.5 | cum |
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| 2 | 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar | BI01010001010000000000000515BI0100001114 | 26.25 | cum |
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| 3 | 3 | Earth work excavation in foundation trenches etc.including dressing of sides and ramming of bottoms including getting out the excavated material ,refilling after laying pipe /foundation and disposal of surplus excavated material at a lead upto 50m suitable site as per direction of engineer for following depths below natural ground /road top level.in all type soils/saturated soil such as moorum sand,sandy silt,clay,black cotton soil ,kankar etc depth upto 1.5m. | BI01010001010000000000000515BI0100001115 | 120 | cum |
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| 4 | 4 | Carriage of material by mechanical transport including loading,unloading and stacking ;; earth | BI01010001010000000000000515BI0100001116 | 120 | cum |
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| 5 | 5 | Brick work with FPS bricks of class designation 75 in foundation and plinth in (A) Cement mortar 1:6 (1 cement : 6 coarse sand) | BI01010001010000000000000515BI0100001117 | 49.77 | cum |
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| 6 | 6 | Carriage of material by mechanical transport including loading,unloading and stacking ;; brick | BI01010001010000000000000515BI0100001118 | 23.89 | per1000 nos |
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| 7 | 7 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded 20mm nominal size stone aggregate) finished with a floating coat of heat cement including cement slurry, but excluding the cost of nosing of steps etc. complete (A) 40mm thick | BI01010001010000000000000515BI0100001119 | 211.5 | sqm |
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| 8 | 8 | Cement plastering including T&P, scaffolding material and complete labour, including cost of water, curing racking of joints etc. with 12mm cement plaster of mix : (A) 1:4 (1 cement : 4 fine/coarse sand) | BI01010001010000000000000515BI0100001120 | 246 | sqm |
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| 9 | 9 | Steel work welded in built up sections/ framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | BI01010001010000000000000515BI0100001121 | 500 | kg |
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| 10 | 10 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering -all work upto plinth level.1:11/2:3(1 cement :1 1/2 coarse sand :3 graded stone aggregate 20mm nominal size. | BI01010001010000000000000515BI0100001122 | 7.2 | cum |
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| 11 | 11 | Dewatering of RUBs or an other with the help of adequate pumping complete in all respectsusing 20 to 30 H.P.pump set. | BI01010001010000000000000515BI0100001123 | 10 | P.Hour |
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| 12 | 12 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. \n(A) Bituminous courses | BI01010001010000000000000515BI0100001124 | 78.75 | cum |
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| 13 | 12.1 | Dismantling of flexible pavements and disposal of dismantled materials up to a lead of 50 metres as directed by Engineer. \n(B) Granular courses | BI01010001010000000000000515BI0100001125 | 315 | cum |
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| 14 | 13 | Dressing of earth work in surface excavation including cutting and filling upto 30cm depth including disposal of excavated earth upto 50m and lift upto 1.5 m. | BI01010001010000000000000515BI0100001126 | 1575 | Sqm |
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| 15 | 14 | Providing and laying lean cement concrete 1:4:8 in Sub- base over a prepared 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 concrete mixer, laid manualy, compacted with surface vibrator, finishing and curing complete as per clause 601, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. | BI01010001010000000000000515BI0100001127 | 157.5 | Sqm |
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| 16 | 15 | Providing and laying un-reinforced, plain cement concrete mix with Concrete Mixer & vibrator pavement over a prepared sub base with 43 grade cement , coarse and fine aggregate conforming to IS: 383, maximum size of coarse aggregate not exceeding 25 mm, mixed as per approved mix design, laid, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints etc including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 | BI01010001010000000000000515BI0100001128 | 236.25 | Sqm |
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| 17 | 16 | Add extra for finishing with a floating coat of neat cement including cement slury,making of lines of grooves etc complete. | BI01010001010000000000000515BI0100001129 | 1575 | Sqm |
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| 18 | 17 | Add extra for vaccum processed concrete including cost of equipments labour etc. | BI01010001010000000000000515BI0100001130 | 150 | cum |
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| 19 | 18 | Cutting of construction joint/longitudinal joint 4 to 6mm wide and 75 to 100 mm deep using mechanical concrete cutter including cost of diamond bit cutting wheel and filling of bitumin siling compound in grooves including cost of silling compound | BI01010001010000000000000515BI0100001131 | 550 | cum |
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