C.C.Road Construction Work From Annu Bishnoi Via Deep Chand Master To Behind Of Divya Jyoti Jagarti Sanshthan At Ward No 35 C.C.Road Construction Work From Annu Bishnoi Via Deep Chand Master To Behind Of Divya Jyoti Jagarti Sanshthan At Ward No 35
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C.C.Road Construction Work From Annu Bishnoi Via Deep Chand Master To Behind Of Divya Jyoti Jagarti Sanshthan At Ward No 35 C.C.Road Construction Work From Annu Bishnoi Via Deep Chand Master To Behind Of Divya Jyoti Jagarti Sanshthan At Ward No 35
BOQ
| Sl. No. | Item Description |
| 1 | Construction of embankment withpproved material obtained fromborrow pit with all lifts and leads, transporting to site, spreading, grading to required slope and compacting by vibratory roller 8-10 tonne to meet requirement of table 300-2 including cost of compensation for earth taken from private landomplete as per MoRT&H specification clause 305. (Lead taken upto 5 km) |
| 2 | 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. |
| 3 | Providing and laying un-reinforced, dowel jointed, 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, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, admixtures (if required) as approved, curing compound, finishing to lines and grades complete as per drawing and as per clause 602, 112 of MoRT&H specification including all material, labour, machinery, lighting, guarding and maintenance of diversion. PCC M-20 |
| 4 | Brick work with FPS bricks of class designation 75 in foundationand plinth in Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 5 | Plastering with cement mortar (1:3) on Brick/stone work in substructure/ super structure at any height complete as per clause 1312 of MoRT&H specification including all material, labour,scaffolding etc. 12 mm plaster on brick work |
| 6 | Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded20mm nominal size stone aggregate) finished with a floating coat of neat cement including cement slurry, but excluding the cost ofnosing of steps etc. complete. 40mm thick |
| 7 | 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. |
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