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| Tender ID | 3931347 |
|---|---|
| Organisation Name | Water Resources Department |
| Tender Brief | Construction Of Series Of Check Dam Across Ganduba Nadi At Vill - Borapahari Under Block - Pirtand, District - Giridih |
| Last Date For Submission | 18th Apr, 2026 |
| Opening Date | 20 Apr, 2026 |
| Document Cost | 10000.00 |
|---|---|
| EMD | 291500.00 |
| Estimated Cost | 14552519.00 |
| City | Multi city |
|---|---|
| State | Jharkhand |
| # | Item | Qty | Units |
|---|---|---|---|
| 1 | clearing grass and removal of rubbish upto a distance of 50 m outside the periphery of the area as per specification and direction of E/I.(By manual means in area of light jungle, for small project SOR part A . ch-2, sl no.2.02 | 0.185000 | Ha |
| 2 | Earthwork 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 sizeand disosal of spoil uto 10 m with all lifts all comlete do ...as per specification and direction of E/I.(Item No.7.1.43.1) | 5131.590000 | M |
| 3 | Earth work in excavation of foundation trenches in ordinary soil (vide classification soil item-A)and disposal of excavated earth so obtained (50m away from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(WRD SOR IItem No 6.1.8) | 1882.140000 | M |
| 4 | Earth work in excavation of foundation trenches of Toe wall, Spillway, head regulator, Intake well and outlet etc.as per designed section in ordinary or soft rock (vide classification soil item-C) with disposal of soil (beyond 50m from the edge of the trenches) with initial lead of 150m and initial lift of 1.5m as per specification and direction E/I.(Item No.5.1.15.2) | 470.540000 | M |
| 5 | Providing and laying in position cement concrete( P.C.C M150) of nominal mix of 1:2:4 (1 cement:2 coarse sand: (zone-III ) :4 graded stone aggregate 20 MM nominal size) exluding the cost of centering and shuttering -all work upto plinth level.(BCD SOR 5.3.1.2) | 853.020000 | M |
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