|
| 1 | WATER RESOURCES DEPARTMENT, PUNJAB MANSA DIVISION I.B. JAWAHARKE Name of the work : Estimate for Re -Lining of Watercourses of Outlet RD 26140/R of Sandoha Branch Village Rajgarh Kubbe Distt Bathinda. 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 | Dag belling single kassi stroke minimum 7.5 cm depth. |
| 7 | 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. |
| 8 | Re handelling of earthwork recently executed |
| 9 | Dressing bed and preparation of sub grade for lining. |
| 10 | 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 |
| 11 | Filling expansion joints with special impervious hot pour 12.5mm wide. |
| 12 | Dismantling brick work tile, masonry or tile lining In cement |
| 13 | Shuttering for faces of concrete foundations and foundation beam & plinth beam (vertical or battering) |
| 14 | First class burnt brick laid in cement sand mortar 1:6 in foundation and plinth |
| 15 | 10mm thick Cement Plaster 1:4 |
| 16 | 10mm thick cement plaster 1 : 4 on top |
| 17 | Cold twisted detormed (Ribbed/ Tor steel) Bars (Fe 500 grade as per IS 1786-2008) , for R.C.C works, where not including in the complete rate of RCC including bending and binding placing in positioncomplete |
| 18 | Fixing of RCC Frame in Nakka |
| 19 | Supply & laying Dry Brick Bats |
| 20 | C. Conc. 1:3:6 (M-10) with stone ballast using concrete mixer volume metric type in bed and Sleeper |
| 21 | 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. |
| 22 | RCC 1:2:4 Hand Mixed |
| 23 | First Class Burnt Brick laid in 1:6 Cement Sand Mortar for Bed & Side walls |
| 24 | 10 mm thick Cement Plaster 1:4 on Side Walls |
| 25 | 10 mm thick Cement Plaster 1:4 on Floors |
| 26 | First Class Burnt Brick laid in 1:3 Cement Sand Mortar in Arch Culvert |
| 27 | Providing & Laying Cement Concrete 1:4:8 with stone Ballast in foundation |
