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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 | Earthwork Undressed with combined Lead upto 4.0 KM including Breaking of clods. |
| 3 | Dressing of New Earthwork |
| 4 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 5 | Re-handling of earthwork recently executed |
| 6 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 7 | Dressing of Bed and preparation of sub grade for lining. CSR item no 19.1 |
| 8 | Dismentling of flexible pavements thickness above 50mm by mechanical means and disposal of dismantled material upto lead of 1000m stacking serviceable and unserviceable material separately as per technical clause 202 of MORTH specifications |
| 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 | Centering and shuttering for faces of concrete |
| 14 | RCC 1:2:4 hand mixed |
| 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 | 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 marekd as 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 in correct position in a suitable rigid manner while the same are being jointed and until the surrounding benchings, haunches and envelopes are completed. The pipes shall rest on the beds at all joints through their lengths and fixing of rubber ring, facing, testing the pipes for leakage and making good the same leakage and all defects to the entire satisfaction of the Engineer-in-charge including all cartage etc (e) 450mm i/d pipe |
| 18 | Cement Concrete 1:3:6 in mixing by mechanical means using concrete mixer volumetric type mixer |
| 19 | Plain/Reinforced Cement Concrete in Slab and Beam complete as per Drawing and Technical Specifications. RCC Grade M25 With Batching Plant, Transit Mixer and Concrete Pump height upto 5m |
| 20 | Filling cement bags with sand, sewing and laying in position within 30 meters in water including cost of E.C bags and strings. |
| 21 | Filling expansion joints with special impervious hot pour 12.5mm wide. |
| 22 | Applying Bitumen Primer on side of Lining and top of sleeper for construction joint,etc. complete in all respects |
| 23 | Providing and laying LDPE 150 micron over sleeper on construction joints and expansion joints complete in all respect as per design/drawing and PWD specifications |
| 24 | Any Other Items Please Enable Macros to View BoQ information |
