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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.4 CrAccepted-Finance | ₹7.4 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹7.6 CrAccepted-Finance | ₹7.6 Cr | L2 | Accepted-Finance Accepted |
| 3 | L3₹8.6 CrAccepted-Finance | ₹8.6 Cr | L3 | Accepted-Finance Accepted |
| 4 | L4₹8.9 CrAccepted-Finance | ₹8.9 Cr | L4 | Accepted-Finance Accepted |
| 5 | L5₹10.7 CrAccepted-Finance | ₹10.7 Cr | L5 | Accepted-Finance Accepted |
Tender Value
₹9.3 Cr
EMD Value
₹18.7 L
Closing Date
31 Jul 2026, 3:00 pmClosed
EE CD-1 I and FC Deptt. Govt. of NCT of Delhi.
EE CD-1 I and FC Deptt. Govt. of NCT of Delhi, Basaidarapur Office Complex, New Delhi-110027.
Improvement and protection of embankment of Pankha road drain from RD 0m to RD 1500m.
2026_IFC_295480_1
EE/CD-I/DB/2026-27/14
Open Tender
Civil Works
Works
270 days
Pankha Road Drain
Please refer Tender documents.
7 documents required · 7 mandatory
₹0
₹18.7 L
31 Jul 2026
16 Jul 2026
31 Jul 2026
16 Jul 2026
31 Jul 2026
16 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 |
|---|---|---|---|---|---|
| 1 | Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge : In cement mortar. (Recovery of Serviceable material shall be made @ Rs. 600.00 Per Cum) | 1,042 | Cubic Metre | 2,458.95 | ₹25,62,225.9 |
| 2 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. In cement mortar (Recovery of Serviceable material shall be made @ Rs. 2600.00 Per 1000 Bricks) | 775 | Cubic Metre | 2,060.2 | ₹15,96,655 |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, for all lifts, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | 759 | Cubic Metre | 260.3 | ₹1,97,567.7 |
| 4 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap). Note: Truck Mounted rotary/TMR/Tubewell boring machine shall not be used.300 mm dia piles | 6,643 | Metre | 1,182.3 | ₹78,54,018.9 |
| 5 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS 14893 including surface preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and high skill trained personal for conducting the test & submission of results, all complete as per direction of Engineer-in-charge. | 51 | Per Test | 1,153.2 | ₹58,813.2 |
| 6.01 | Vertical load testing of piles in accordance with IS 2911 (Part IV) including installation of loading platform by Kentledge/Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of Engineer in-charge. Note: 1. Initial and Routine Load Test shall not be carried out by Dynamic method of testing. Note: 2. Testing agency shall submit the design of loading platform for the approval of Engineer-in-charge. Single pile upto 50 tonne Safe capacity (a) Initial test (Test Load 2.5 times the Safe capacity) | 1 | Per Test | 54,771.5 | ₹54,771.5 |
| 6.02 | Routine test (Test Load 1.5 times the Safe capacity) | 5 | Per Test | 19,632.4 | ₹98,162 |
| 7.01 | Centering and shuttering including strutting, propping etc. and removal of form for (a) Foundations, footings, bases of columns, etc. for mass concrete | 514 | Square Metre | 392.15 | ₹2,01,565.1 |
| 7.02 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | 4,284 | Square Metre | 736.4 | ₹31,54,737.6 |
| 7.03 | Columns, Pillars, Piers, Abutments, Posts and Struts | 2,511 | Square Metre | 961.3 | ₹24,13,824.3 |
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