Loading…
Loading…
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹83.0 LAdmitted-Finance | -46.68% | ₹83.0 L | L1 | Admitted-Finance |
| 2 | L2₹84.8 LAdmitted-Finance | -45.54% | ₹84.8 L | L2 | Admitted-Finance |
| 3 | L3₹88.9 LAdmitted-Finance | -42.88% | ₹88.9 L | L3 | Admitted-Finance |
| 4 | L4₹98.1 LAdmitted-Finance | -36.99% | ₹98.1 L | L4 | Admitted-Finance |
| 5 | L5₹1.1 CrAdmitted-Finance | -32.24% | ₹1.1 Cr | L5 | Admitted-Finance |
Updated dates
Tender Value
₹1.6 Cr
EMD Value
₹3.1 L
Closing Date
6 Mar 2026, 12:00 pmClosed
EECD V
EECD V IFC Deptt Paryavaran Complex Saidulajab ND-30
Improvement of outfall drain and road along with Airforce station boundary wall in G Block in unauthorized colony (Regd. No.1354A) in Sangam Vihar Constituency AC-49.
2026_IFC_287249_1
NIT No.122/25-26/EECD -V/ACS
Open Tender
Civil Works
120 days
Sangam Vihar Constituency AC-49
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹3.1 L
10 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 2026
Demolishing 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.
Demolishing brick work manually/by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 m lead as per direction of engineer - in -charge in cement mortar.
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5m 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 50m. All kinds of soil.
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - 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)
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)
Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete.
Centering and shuttering including strutting, propping etc. and removal of form for all heights: Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
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-500D or more.
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 100mm 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 i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge.
Filling available excavated earth in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth, consolidating each deposited layers by ramming and watering ,lead up to 50 m and lift up to 1.5 m.
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.
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.
Please Enable Macros to View BoQ information
stage.html
html • 0.04 MB
technical_380550.pdf
techsummary_380550.pdf
fin_bid_open.pdf
boq_comp_chart.xlsx
xlsx
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Tendernotice_1.pdf
PDF • 1.04 MB
BOQ_380550.xls
BOQ • 0.31 MB
Download all tender documents and submit your bid