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| 1 | WATER RESOURCES DEPARTMENT, PUNJAB MANSA DIVISION I.B. JAWAHARKE Name of the work: Estimate for Relining/Lining of Watercourses of Outlet RD 107600 TF of Uddat Branch Name of Firm PRICE SCHEDULE(This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only ) Sr. No Description Unit Qty BASIC RATE In Figures To be entered by the Bidder Rs. P Rate (in Words) |
| 2 | Earth work excavation in ordinary soil, exclusive of compensation of earth:-Kassi work undressed involving an average horizontal throw up to 2.0 metres and an average vertical lift up to 0.5 metres including breaking of clods. |
| 3 | Earth work excavation in ordinary soil, exclusive of compensation of earth:- Earth work undressed with a combined lead upto 15 metres including breaking of clods |
| 4 | Dressing of earth work New work or remodeling work. |
| 5 | Earthwork Filling in 0.152 mtr. layers in foundation, including ramming, watering and consolidation under bed. |
| 6 | Rehandelling of earthwork |
| 7 | Dag belling single kassi stroke minimum 7.5 cm depth |
| 8 | Dressing bed and preparation of sub grade for lining. |
| 9 | 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.( Transveres Sleeper) |
| 10 | C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type in bed and Sleeper |
| 11 | 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 |
| 12 | 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 in Charge. |
| 13 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 14 | Laying Ist class burnt brick Masonry laid in 1:6 with CSM for Bed & Side Walls |
| 15 | 10mm thick Cement Plaster 1:4 ( for side walls ) |
| 16 | 10mm thick Cement Plaster 1:4 ( Top ) |
| 17 | RCC 1:2:4 hand mixed |
| 18 | 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. |
| 19 | Filling contraction joint with special impervious hot pour 12.5mm wide |
| 20 | cement concrete 1:6:12 |
| 21 | Laying Rcc pipe of dia 500 mm |
