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| 1 | Earthwork Undressed involving an avg. horizontal throw upto 2 mtr. and an avg. Vertical Lift upto 0.5 mtr. including Breaking of Clods |
| 2 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead of 15 metres including breaking of clods |
| 3 | Re-handling of earthwork recently executed |
| 4 | Dag belling single kassi stroke minimum 7.5 cm depth |
| 5 | Dressing of Bed and preparation of sub grade for lining. |
| 6 | Earth work in excavation in foundations trenches etc. in all kinds of soil where Pick-Jumper work is not involved and not exceeding 2.0 metres depth including dressing of bottom and sides of trenches, stacking the excavated soil clear from the edge of excavation and subsequent filling around masonry in 15 cm,layers with compaction including disposal of all surplus soil as directed within lead of 30 metres. |
| 7 | Dismantling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled materials up to a lead of 1000 meters, stacking serviceable and unserviceable materials separately as per technical clause 202 of MORT&H specifications |
| 8 | Providing, lowering in trenches to correct gradient and alignment, jointing with tyton rubber joint and cutting of reinforced cement concrete spigot and socketed pipes and specials with rubber ring ISI marekdas per IS code IS 458-2003 into trenches for all depths and laying out the same to correct alignment,gradients, levels etc. cutting of concrete beds and joints holes, supporting the pipes and specials incorrect position in a suitable rigid manner while the same are being jointed and until the surroundingbenchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints throughtheir lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the sameleakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc (e)450mm i/d pipe |
| 9 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls |
| 10 | 10mm thick Cement Plaster 1:4 ( for side walls ) |
| 11 | 10mm thick Cement Plaster 1:4 ( for Floors& Top ) |
| 12 | Supply & laying Dry Brick Bats |
| 13 | RCC 1:2:4 hand mixed |
| 14 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete.' |
| 15 | Cold twisted deformed (ribbed/ tor steel) Bars Fe 500 grade as per IS 1786-1985 for R.C.C. works, where not included in the complete rate of R.C.C. including bending, binding, and placing in position complete. |
| 16 | Fixing of RCC Frame in Nakka |
| 17 | C.Concrete 1:4:8 with brick ballast 40mm gauge mixing by manual means |
| 18 | Cement Concrete 1:3:6 with stone ballast or shingle work mixing by mechanical means using concrete mixer volumetric type |
| 19 | Putting 1:3 (Cement:water) cement slurry with cement @ 2.25 kg per sqm on prepared bed and side slopes before laying concrete on bed and side slopes |
| 20 | LDPE film of 100 micron over sleepers for construction & expansion joints including supply and carriage & loading unloading of all material complete in all respect as per PWD specification and Engineer inCharge |
| 21 | Applying Bitumen Primer coat on side of lining and top of sleeper for construction joint, Expansion Joint & Contraction Joint. Complete in all respect. |
| 22 | Filling Contraction/Construction Joint with special impervious hot pour 12.5mm wide. |
| 23 | Any Other Items Please Enable Macros to View BoQ information |