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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹52.9 LAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹53.5 L+₹55,439.83 (1.05%)Accepted-Finance | L2 | Accepted-Finance L2 | |
| 3 | L3₹65.8 L+₹12.9 L (24.4%)Accepted-Finance KH NO 24 14 GF 5 5 SURENDER COLONY VILLAGE JHARODA MAJRA PHASE 3 LANDMARK NEAR JHARODA POLICE CHOWKI NORTH DELHI DELHI 110084 | CENTRAL DELHI | DELHI | 110084 | L3 | Accepted-Finance L3 | |
| 4 | L4₹67.2 L+₹14.3 L (27.1%)Accepted-Finance | L4 | Accepted-Finance L4 |
Tender Value
₹69.3 L
EMD Value
₹1.4 L
Closing Date
11 May 2026, 3:00 pmClosed
Executive Engineer SRD Project Division-II, PWD
Executive Engineer, PWD, SRD Project Division-2, Loknayak Setu, Western Bank, I.P. Estate, New Delhi-110002.
Providing and laying of U-drain for improvement of Drainage System at Baba Lal Dayal RA at Link Road, New Delhi, dg 2025-26.
2026_PWD_290719_1
05/EE/S.R.D. Project Divn-II/PWD/2026-27
Open Tender
Civil Works
Percentage
45 days
Under Sub Division-I, SRD -II
Please refer Tender documents.
13 documents required · 13 mandatory
₹0
₹1.4 L
Yes
14 May 2026
2 May 2026
11 May 2026
2 May 2026
11 May 2026
2 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)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and for all lift, as directed by Engineer-in-charge | |||||
| 1.1 | All kinds of soil | 604 | cum | 177.5 | ₹1,07,210 |
| 2Excavating trenches by mechinical / manual means of required width for pipes, cables, etc including excavation for sockets, and dressing of sides,ramming of bottoms, for all depth, 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, withina lead of 50 m | |||||
| 2.1 | Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm | 90 | metre | 549.75 | ₹49,477.5 |
| 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 | Concrete of M10 grade with minimum cement content of 220 kg /cum | 87 | cum | 8,835.15 | ₹7,68,658.05 |
| 4Centering and shuttering including strutting, propping etc. and removal of form for | |||||
| 4.1 | Foundations, footings, bases of columns, etc. for mass concrete | 47 | sqm | 392.15 | ₹18,431.05 |
| 4.2 | Suspended floors, roofs, landings, balconies and access platform | 289 | sqm | 927.25 | ₹2,67,975.25 |
| 4.3 | Edges of slabs and breaks in floors and walls Under 20 cm wide | 372 | mtr | 208.55 | ₹77,580.6 |
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