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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.2 CrAdmitted-Finance | -53.13% | ₹2.2 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 CrAdmitted-Finance | -49.24% | ₹2.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.4 CrAdmitted-Finance | -48.99% | ₹2.4 Cr | L3 | Admitted-Finance |
| 4 | L4₹2.5 CrAdmitted-Finance | -47.70% | ₹2.5 Cr | L4 | Admitted-Finance |
| 5 | L5₹2.5 CrAdmitted-Finance | -47.03% | ₹2.5 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹4.7 Cr
EMD Value
₹9.4 L
Closing Date
27 Feb 2026, 12:00 pmClosed
EECD V
EECD V IFC Deptt Paryavaran Complex Saidulajab ND-30
Improvement of streets of BLOCK J-2B Block Sangam vihar Unauthorised colony (Regd. No. 1043) in Sangam Vihar Assembly Constituency (AC-49). Unauthorized colonies
2026_IFC_287233_1
NIT No.117/25-26/EECD -V/ACS
Open Tender
Civil Works
180 days
Sangam Vihar Constituency AC-49
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹9.4 L
28 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
27 Feb 2026
18 Feb 2026
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.
Supply & stacking of rubbish/malba by mechanical transport including filling of ground depression & consolidation and watering the same up to a lead of 5 km and lift up to 1.5 m.
Supply of earth including royality, excavation, loading & unloading and carriage by mechincal transport lead upto 5 K.M. and banking excavated earth in layers not exceeding 20 cm in depth, breaking clods, watering, rolling each layer with ½ tonne roller or wooden or steel rammers, and dressing up in embankments for roads, flood banks, marginal banks and guide banks or filling up ground depressions and lift upto 1.5 m in all kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:4:8 (1 Cement : 4 coarse sand (zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources)
Brick work with recycled C&D cement concrete bricks of size 230x110x73mm of grade-10 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 coarse sand)
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources)
12 mm cement plaster :1:4 (1 cement : 4 coarse sand)with Neat cement punning.
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement,1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)
Steel 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-500 D or more.
Providing and fixing in cement mortar 1:6(1 cement :6 coarse sand) Red sand stone slabs 30 mm thick over drains.
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
Providing and laying RMC of M-30 grade By using minimum 400kg of cement(43 grade, OPC) per cum of concrete in roads / streets manufactured in automatic RMC plant using coarse sand and graded stone aggregate of 20mm nominal size in appropriate proportion as per approved design criteria including transportation to site in transit mixer, including cost of admixture in recommended proportion as per IS9103 to accelerate/ retard setting of concrete to improve workability with out impairing strength and durability as per specification including spreading and compacting mechanically by using needle and surface vibratos, leveling to required slope & camber, finishing by floating & brooming with wire brushes etc. and curing including making provision for contraction / expansion, construction of cross / longitudinal joints of size 10mm wide 50mm deep by groove cutting machine, providing and filling joints with approved joint filler and sealants, etc. complete, as per direction of Engineer in-charge. (Cost of joint filler & sealants shall be paid for separately under relevant items). Note:- Cement content considered in M-30 is @ 400 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately M-30 RMC by using minimum cement @400 kg/cum. Cement concrete manufactured in automatic batching plant (RMC plant) including transportation to site in transit mixer.
Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100 mm c/c on both ways, neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick, 100 mm wide MS sheet duly painted over priming coat, reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc including cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
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