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Tender Value
₹11.8 Cr
EMD Value
₹21.8 L
Closing Date
11 Aug 2026, 3:00 pm2d left
Executive Engineer
Executive Engineer, SRD-2 Division, PWD (M-233), PWD, Delhi-02,
Installation of RCC U- drain at New Rohtak Road (Ramswaroop Vidyarthi Marg to Zakhira flyover underpass) and Gali No.10 (New Rohtak Road to Ramjas School) under Sub-Division-II of SRD Project Division-II, PWD during 2025-26. Recall of Tender
2026_PWD_296098_1
04/NIT/CE(EAST)M/PWD/2026-27 (R-2) (02/EE/SRD-2/PWD/2026-27 (R-2)
Open Tender
Civil Works
Works
90 days
Executive Engineer, SRD Project DIV.-II, PWD
Please refer Tender documents.
18 documents required · 18 mandatory
₹0
₹21.8 L
Yes
29 Jul 2026
29 Jul 2026
11 Aug 2026
29 Jul 2026
11 Aug 2026
29 Jul 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)/ manual means over areas (exceeding 30cm in depth. 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead upto 50m and lift upto 1.5m, as directed by Engineer-in-charge. | |||||
| 1.1 | All kinds of soil | 4,305 | cum | 177.5 | ₹7,64,137.5 |
| 2Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth upto 1.5 m, including getting out the excavated soil, and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m : | |||||
| 2.1 | All kinds of soil | - | - | - | - |
| 2.2 | Pipes, cables etc. exceeding 80 mm dia. But not exceeding 300 mm dia | 115 | Mtr. | 352.15 | ₹40,497.25 |
| 3Providing and laying in position ready mixed or site batched design mix cement concrete for plain cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana/Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering, shuttering and finishing as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the minimum specified cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement. | |||||
| 3.1 | All works upto plinth level : | - | - | - | - |
| 3.2 | M-10 grade plain cement concrete (cement content considere @ 220 kg/cum) | 451 | cum | 8,835.15 | ₹39,84,652.65 |
| 4Centering and shuttering including strutting, propping etc. and removal of form for all heights: | |||||
| 4.1 | Foundations, footings, bases of coloumns, etc. for mass concrete | 732 | sqm | 392.15 | ₹2,87,053.8 |
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