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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹2.2 CrAccepted-Finance | ₹2.2 Cr | L1 | Accepted-Finance Accepted |
| 2 | L2₹2.2 CrAccepted-Finance | ₹2.2 Cr | L2 | Accepted-Finance Accepted |
| 3 | L3₹2.4 CrAccepted-Finance | ₹2.4 Cr | L3 | Accepted-Finance Accepted |
| 4 | L4₹2.4 CrAccepted-Finance | ₹2.4 Cr | L4 | Accepted-Finance Accepted |
Tender Value
₹3.5 Cr
EMD Value
₹6.9 L
Closing Date
30 Mar 2026, 3:00 pmClosed
Sh. Tariq Shafi, E.E CD-04 (UC), DSIIDC
Plot No.74-A, 2nd Floor, Room No.217, Ring Road, Lajpat Nagar-III, New Delhi-110024
Development works in unauthorized colonies. C/o Road and RCC drain at Alok Kunj to Samshan Ghat, Ankur Enclave, Karawal Nagar AC-70 (Regn. No.120).
2026_DSIDC_289067_1
NIT No.34/2025-26/CD-04 (UC)
Open Tender
Civil Works
180 days
Alok Kunj Karawal Nagar AC-70
Please refer Tender documents.
15 documents required · 15 mandatory
₹0
₹6.9 L
Yes
22 Apr 2026
20 Mar 2026
30 Mar 2026
20 Mar 2026
30 Mar 2026
20 Mar 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 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, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. All kinds of soil. | |||||
| 2Surface dressing of the ground including inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil | |||||
| 3Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:5:10 (1 cement : 5 coarse sand (zone-III): 10 graded stone aggregate 40 mm nominal size). | |||||
| 4Providing and laying in position ready mixed plain cement concrete, with cement content as per approved design mix and manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for plain cement concrete work, including pumping of R.M.C. from transit mixer to site of laying and curing, excluding the cost of centering, shuttering and finishing, including cost of curing, admixtures in recommended proportions as per IS : 9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer - in - charge. All works upto plinth level. M-10 grade plain cement concrete. (Minimum cement content considered @ 220 kg/cum) | |||||
| 5Centering and shuttering including strutting, propping etc. and removal of form for: Foundations, footings, bases of columns, etc. for mass concrete | |||||
| 6Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. | |||||
| 7Demolishing 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) | |||||
| 8Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge. Nominal concrete 1:4:8 or leaner mix (i/c equivalent design mix) | |||||
| 9Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of Engineer - in- charge. | |||||
| 10Demolishing 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 | |||||
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