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Tender ID
| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.6 CrAdmitted-Finance | L1 | Admitted-Finance | ||
| 2 | L2₹2.8 Cr+₹19.9 L (7.67%)Admitted-Finance | L2 | Admitted-Finance | ||
| 3 | L3₹3.4 Cr+₹83.3 L (32.2%)Admitted-Finance | L3 | Admitted-Finance | ||
| 4 | L4₹3.5 Cr+₹94.5 L (36.5%)Admitted-Finance | L4 | Admitted-Finance | ||
| 5 | L5₹3.9 Cr+₹1.3 Cr (49.0%)Admitted-Finance | L5 | Admitted-Finance |
Tender Value
₹4.8 Cr
EMD Value
₹9.5 L
Closing Date
6 Mar 2026, 12:00 pmClosed
EECD V
EECD V IFC Deptt Paryavaran Complex Saidulajab ND-30
Construction of an outfall drain, road for H-Block Street No.16 and laying NP-4 1000mm RCC pipeline for storm water drainage from Ratiya Marg to hamdrad School (Regd. No. 359-A) to ease the water logging issue in Sangam Vihar Constituency AC-49.
2026_IFC_287236_1
NIT No.118/25-26/EECD -V/ACS
Open Tender
Civil Works
Works
180 days
Sangam Vihar Constituency AC-49
Please refer Tender documents.
5 documents required · 5 mandatory
₹0
₹9.5 L
10 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 2026
6 Mar 2026
18 Feb 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 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 (including equivalent design mix) | 173 | Cum | 2,434.25 | ₹4,21,125.25 |
| 2 | 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. | 2,774 | Cum. | 260.35 | ₹7,22,210.9 |
| 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials. Ordinary or hard rock | 276 | Cum. | 227.4 | ₹62,762.4 |
| 4 | 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) | 267 | Cum. | 6,812 | ₹18,18,804 |
| 5 | 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) | 958 | Cum | 9,045.75 | ₹86,65,828.5 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete. | 912 | Sqm | 392.15 | ₹3,57,640.8 |
| 7 | 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. | 5,472 | Sqm | 842.5 | ₹46,10,160 |
| 8 | 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. | 93,965 | Kg | 107.85 | ₹1,01,34,125.25 |
| 9 | 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. | 1,824 | Sqm | 3,081.95 | ₹56,21,476.8 |
| 10 | 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 upto 1.5 m. | 182 | Cum. | 196 | ₹35,672 |
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