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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -2.10% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 Cr+₹31,269.79 (0.25%)Admitted-Finance | -1.86% | ₹1.3 Cr+₹31,269.79 (0.25%) | L2 | Admitted-Finance |
| 3 | L3₹1.3 Cr+₹1.7 L (1.33%)Admitted-Finance | -0.80% | ₹1.3 Cr+₹1.7 L (1.33%) | L3 | Admitted-Finance |
| 4 | L4₹1.3 Cr+₹2.3 L (1.79%)Admitted-Finance | -0.35% | ₹1.3 Cr+₹2.3 L (1.79%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
27 Apr 2026, 5:00 pmClosed
SM (WC-2) Sector 19 Noida
SM (WC-2) Sector 19 Noida
M/o Road ( C/o Footpath R.C.C Drain C.C pavement Road backside of ward 5 sector-29 Resurfacing of road ward 4 sector-29 and ward 12A sector-37 )Noida
2026_NOIDA_1136497_1
57/GM/SM(WC-2)/CB/ET/2025-26
Open Tender
Civil Works - Others
Fixed-rate
120 days
Noida
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Yes
Noida
₹2.6 L
Yes
15 Jul 2026
13 Apr 2026
28 Apr 2026
13 Apr 2026
27 Apr 2026
13 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 | 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 | Earth work in embankment in ordinary soil, embankment to be done in 20 cm layers, breaking clods, watering, rolling each layer with 1/2 tonne roller or wooden roller or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne including 1.5 m lift and all lead including cartage of earth by mechanical transportation and all T & P labour etc. required for proper completion or work. (earth shall be arranged by the contractor at his own cost from outside of Noida). | - | 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 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Cold twisted bars. | - | Kg | - | - |
| 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. | - | - |
| 0.0 | Providing and laying in position ready mixed M-25 grade concrete for
reinforced cement concrete work, using coarse aggregate as wall as fine aggregate derived from natural sources and cement content as per approved design mix, 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 reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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. (Note :- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/recoverable separately). | - | Cum. | - | - |
| 0.0 | Providing and laying 500 x 500 x 40 mm thick turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick Jamuna Sand including, spreading well ramming, consolidating, and finishing smooth etc. all complete as per direction of E/I. | - | sqm. | - | - |
| 0.0 | Taking out existing CC interlocking paver blocks from footpath/ central verge, including removal of rubbish etc., disposal of unserviceable material to the dumping ground, for which payment shall be made separately and stacking of serviceable material within 50 metre lead as per direction of Engineer-in-Charge. | - | sqm. | - | - |
| 0.0 | Laying old cement cocrete interlocking paver blocks of any design/ shape laid in required line, level, curvature, colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineerin- charge. (Old CC paver blocks shall be supplied by the department free of cost). | - | Sqm | - | - |
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