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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.9 LAccepted-AOC | ₹15.9 L | L1 | Accepted-AOC L1 |
| 2 | L2₹16.5 LRejected-AOC | ₹16.5 L | L2 | Rejected-AOC L2 |
| 3 | L3₹17.4 LRejected-AOC | ₹17.4 L | L3 | Rejected-AOC L3 |
| 4 | L4₹17.4 LRejected-AOC | ₹17.4 L | L4 | Rejected-AOC L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹18.3 L
EMD Value
₹36,575
Closing Date
4 Feb 2026, 3:00 pmClosed
Executive Engineer
SRD Project DIV.-II (CBMD M-233), (GNCTD), Western Bank Lok Nayak Setu, I.P. Estate, New Delhi-110002.
A/R and M/O various roads under Sub.Division-II, SRD Project Division-II, PWD New Delhi dg. 2025-26 (SH Installation of MS Pipe from MCD Park to Zakhira Zero Point, Anand Parbat) (Revised).
2026_PWD_285751_1
28/EE/S.R.D. Project Divn-II/PWD/2025-26 (Revised)
Open Tender
Civil Works
30 days
Executive Engineer, SRD Project DIV.-II, PWD
Please refer Tender documents.
12 documents required · 12 mandatory
₹0
₹36,575
Yes
7 Mar 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
4 Feb 2026
28 Jan 2026
Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in- Charge:
All kinds of soil
Excavating 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, within a lead of 50 m :
All kinds of soil
Pipes, cables etc. exceeding 300 mm dia but not exceeding 600 mm
Providing 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.
All works upto plinth level :
Concrete of M10 grade with minimum cement content of 220 kg /cum
Concrete of M25 grade with minimum cement content of 300 kg /cum
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.
Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)
Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved.
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured to calculate volume for payment). (Precast C.C. kerb stone shall be approved by Engineer-in-charge).
Taking out existing kerb stones of all types from footpath/ central verge, including removal of mortar etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge.
Deduct Correction Factor on DSR Item @ 0.973
Add index Cost 3% DSR Items
Providing & laying ERW/M.S. Black pipe of 400 mm/450mm /500 mm or required diameter with 6 mm wall thickness, conforming to IS:3589 flange, bends, nuts & bolts etc. laid below ground level up to a depth of 1.20 metre, including the cost of edge preparation welding of joints , fixing of proper line and level complete as per direction of the Engineer-in-Charge.
Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & direction of Engineer-in- Charge
100mm thick Cement concrete paver block of M-40 grade with approved colour, design & pattern.
Credit for Paver Block
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