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Tender Value
₹8.1 L
EMD Value
₹16,160
Closing Date
8 Jun 2026, 4:00 pmClosed
EE PW(RnB) Div Sankoo
EE PW(RnB) Div Sankoo
Completion of balance work Extension of link Road Youljuk Shatoo Mizaat RD 0-35 MTR.Under DP
2026_PWD_18990_1
E-Tender 04 PW(RnB) Div Sankoo 2026-27
Open Tender
Civil Works - Roads
Percentage
30 days
Stakpa Sankoo
Please refer Tender documents.
3 documents required · 3 mandatory
₹100
EE PW(RnB) Div Sankoo
₹16,160
27 May 2026
27 May 2026
9 Jun 2026
27 May 2026
8 Jun 2026
27 May 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1Earth work in excavation by mechanical means (hydraulic excavator) in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 m in width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed, within a lead of 50 metres: | |||||
| 1.01 | All kinds of soil @60% | 12.6 | cum | 270.56 | ₹3,409.06 |
| 1.02 | Soft Rock @25% | 5.25 | cum | 490.82 | ₹2,576.81 |
| 1.03 | Hard rock (BP) @15% | 3.15 | cum | 1,183.14 | ₹3,726.89 |
| 2 | Providing and laying in position cement concrete of specified grade with 20 % of boulders including curing but excluding the cost of centring and shuttering. All work upto plinth level with: 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from natural sources)th and string courses etc. | 98 | cum | 5,359.25 | ₹5,25,206.5 |
| 3 | Centering and shuttering including strutting, propping etc. and removal of form work for:Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc | 245 | sqm | 618.38 | ₹1,51,503.1 |
| 4 | Providing and laying of M.S. pipe 150mm dia 5.4mm thick with a weight of 21.27kg/Rm and a length of 6m long for cross drainage work incld. Constt. Of catch pits at the inlet and out let in M-15 grade concrete and providing and laying a bed of sand layer and providing earth cushion to the required grade and cross section.(As direct by Engineer -in-charge as per drawing and relevant /RC specifications code. | 6 | No | - | - |
| 5 | Providing and laying of P V C pipe 100mm dia.incld. Cutting etc complete. | 15 | RM | - | - |
| 6 | Carraige of sand aggregate far an average lead up to 10 km by MT . | 105.84 | Cum | 264.2 | ₹27,962.93 |
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