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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹5.5 CrAdmitted-Finance E 315 1ST FLOOR SECTOR 27 NOIDA G B NAGAR 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | -2.06% | ₹5.5 Cr | L1 | Admitted-Finance |
| 2 | L2₹5.5 CrAdmitted-Finance | -1.49% | ₹5.5 Cr | L2 | Admitted-Finance |
| 3 | L3₹5.6 CrAdmitted-Finance | -1.00% | ₹5.6 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹5.6 Cr
EMD Value
₹13.3 L
Closing Date
29 Apr 2026, 5:00 pmClosed
GM(CIVIL)
MAIN ADMIN BUILDING SECTOR 6 NOIDA
Covering of Remaining Main Storm water Drains and Utility Ducts from ATS Pristine to Godrej Nest Society in Sector-150 Noida
2026_NOIDA_1137161_1
74/GM/SM(WC10)/ET/2025-26
Open Tender
Civil Works
120 days
NOIDA
REFER TO TENDER DOCUMENT
3 documents required · 3 mandatory
₹8,260
NOIDA
₹13.3 L
18 May 2026
15 Apr 2026
30 Apr 2026
15 Apr 2026
29 Apr 2026
15 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 | Item Code |
|---|---|---|---|---|---|---|
Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to IS 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete.transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately)
26.73.1.4 200mm thick hollow core slab | - | Sqm | - | - | BI01010001010000000000000515BI0100001113 | |
Fabrication & Manufacturing of Prestressed Hollow Core slab (Hollow area 25 to 30%) of different thickness & modular width 1200 mm in Controlled Factory Environment with approved methodology confirming to 15 10297:1982 by using long line casting method having arrangement of proper steel bed. Concreting should be done by batch mixing plant capable of producing zero slump concrete, transported through automatic shuttels of standard make & layed on bed with the help of extruder/Slipformer, finishing, curing and also provision of steam curing. Cutting, making necessary cutout/holes of required sizes for services in slab element after achieving required strength, yard handling & stacking all complete as per approved shop drawings & design mix as per the direction of the Engineer-in-charge. (Cost of strands should be paid separately).
Note: Excess/less cement over the specified cement content used as per design mix is payable/recoverable separately) including steel & Transport charge.
150 mm thick hollow core slab | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 | |
Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using 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). All works upto plinth level | - | Cum | - | - | BI01010001010000000000000515BI0100001115 | |
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 | - | - | BI01010001010000000000000515BI0100001116 |
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