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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹33.2 CrAccepted-Finance BU 5 SFS FLATS OUTER RING ROAD PITAMPURA DELHI 110034 | DELHI | NORTH WEST DELHI | DELHI | 110034 | 1 | Accepted-Finance Accepted |
Tender Value
₹42.0 Cr
EMD Value
₹52.0 L
Closing Date
25 Sept 2026, 3:00 pmClosed
Executive Engineer, CD-XV
EE CD-XV Bharat Nagar Office Complex Delhi-52
construction of boundary wall and beautification of dry munak canal from downstream of outer ring road to inderlok metro station for the year 2025-26
2026_IFC_298343_1
EE/CD-XV/ACS-25/2026-27
Open Tender
Civil Works
Works
240 days
Munak nehar
Please refer Tender documents.
9 documents required · 9 mandatory
₹0
₹52.0 L
29 Sept 2026
11 Sept 2026
25 Sept 2026
11 Sept 2026
25 Sept 2026
11 Sept 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 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 | 6,325 | Cubic Metre | 2,064.7 | ₹1,30,59,227.5 |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width aswell 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. All kinds of soil | 12,160 | Cubic Metre | 177.9 | ₹21,63,264 |
| 3 | Boring with hydraulic piling rigs with power units, providing and installing cast in situ single piles of specified diameter and length below pile cap in M-25 cement concrete, 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 the length of the pile to be embedded in pile cap etc. all complete. (Length of pile for payment shall be measured upto to the bottom of pile cap) : 300 mm dia piles.. | 23,540 | Metre | 2,978.95 | ₹7,01,24,483 |
| 4 | 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. | 214 | Per Test | 1,155.75 | ₹2,47,330.5 |
| 5.01 | 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 Initial test (Test Load 2.5 times the Safe capacity) | 4 | per test | 54,891.45 | ₹2,19,565.8 |
| 5.02 | 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 Routine test (Test Load 1.5 times the Safe capacity) | 22 | per test | 19,675.4 | ₹4,32,858.8 |
| 6.01 | Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete | 2,371 | Square Metre | 393 | ₹9,31,803 |
| 6.02 | Centering and shuttering including strutting, propping etc. and removal of form for Suspended floors, roofs, landings, balconies and access platform | 158 | Square Metre | 929.3 | ₹1,46,829.4 |
| 6.03 | Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers | 12,872 | Square Metre | 738 | ₹94,99,536 |
| 6.04 | Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts | 13,012 | Square Metre | 963.4 | ₹1,25,35,760.8 |
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