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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.5 CrAdmitted-Finance | -7.20% | ₹1.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.5 CrAdmitted-Finance | -6.21% | ₹1.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.6 CrAdmitted-Finance | -3.99% | ₹1.6 Cr | L3 | Admitted-Finance |
| 4 | L4₹1.6 CrAdmitted-Finance | -3.30% | ₹1.6 Cr | L4 | Admitted-Finance |
| 5 | L5₹1.6 CrAdmitted-Finance | -3.00% | ₹1.6 Cr | L5 | Admitted-Finance |
Tender Value
₹1.6 Cr
EMD Value
₹3.3 L
Closing Date
20 Apr 2026, 5:00 pmClosed
SM (WC-2) Sector 19 Noida
SM (WC-2) Sector 19 Noida
M/o Road (Construction of R.C.C. Footpath drain and fixing of M.S. Jaal cover for drain between Atta Peer to Sector-18 underpass both side on D.S.C. Road) Noida
2026_NOIDA_1133023_1
48/GM/SM(WC-2)/CB/ET/2025-26
Open Tender
Civil Works - Others
180 days
Noida
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Yes
Noida
₹3.3 L
Yes
8 May 2026
6 Apr 2026
21 Apr 2026
6 Apr 2026
20 Apr 2026
6 Apr 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 |
|---|---|---|---|---|---|
| 0.0 | Dismantling kerb stone (dismantling kerb stone by manual means and disposal of dismantled material with all lifts and upto a lead 1000 mtr.). | - | Rmt. | - | - |
| 0.0 | Earth 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. The contractor has to detect different utilities like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge. | - | cum | - | - |
| 0.0 | 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 | - | Cum. | - | - |
| 0.0 | 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. | - | kg | - | - |
| 0.0 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge | - | Cum. | - | - |
| 0.0 | 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 sone aggregate 40 mm nominal size derived from natural sources). | - | cum | - | - |
| 0.0 | 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 (i/c equivalent designn mix) | - | Cum | - | - |
| 0.0 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | - | Cum | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
| 0.0 | Centering and shuttering including strutting, propping etc. and removal of form for : Walls (any thickness) including attached pilasters, butteresses,
plinth and string courses etc. | - | Sqm. | - | - |
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