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| Tender ID | 4274495 |
|---|---|
| Organisation Name | Water Resources Department |
| Tender Brief | Construction Of Check Dam On Parulia Nala Under Block - Pakuria, District - Pakur |
| Last Date For Submission | 2nd Jun, 2026 |
| Opening Date | 04 Jun, 2026 |
| Document Cost | 10000.00 |
|---|---|
| EMD | 142000.00 |
| Estimated Cost | 7094815.00 |
| City | PAKUR |
|---|---|
| State | Jharkhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | Earth work in excavation in canal by the hydraulic excavator as per designed section in all kinds of soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of spoil upto 500 M with all lifts by tipper including construction and maintenance of haul road all with excavated earth in proper profile and cold breaking and lying earth in 225mm layers all complete as per specification and direction of E/I. WRD PG.NO.138, part-B (7.1.43.2) | 2320.000000 | M |
| 2 | Earth work in excavation of foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth so obtained ( 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m all complete as per sepecification and direction of E/I . SOR WRD part-B pageno.-119(6.1.8) | 844.350000 | M |
| 3 | Earth work in excavation of foundation trenched of toe wall, spillway, head regulator, intake wells and outlet etc, as per desingned section in ordinary rock or soft rock (where blasting is not needed) (vide classification of soil item-C) with disposal of soil (beyond 50 m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5M. as per sepecification and direction of E/I . SOR WRD part-B pageno.-100(5.1.15.2) | 211.090000 | M |
| 4 | Providing and laying in position cement concrete of grade M15 (1:2:4,1:cement2:coarse sand,zone-iii:4 graded stone aggregate 20mm nominal size) excluding the cost of centering and shuttering-All work up to plinth level. BCD PAGE 106(5.3.1.2). | 360.020000 | M |
| 5 | Providing random rubble stone masonary in CM (1:4) in foundation and plinth with hammer dressed stone of less then 0.03 m3 in volume and clean coarse sand of F.M.2.to 2.5 including cost of screening , racking out joints to 20mm depth, curing,taxes and royality all complete as per bulding specification and direction of E/I. SOR PART A PAGE 204(5.2.28) | 294.000000 | M |
Closed