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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.3 CrAdmitted-Finance | -2.50% | ₹1.3 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.3 CrAdmitted-Finance | -2.00% | ₹1.3 Cr | L2 | Admitted-Finance |
| 3 | L3₹1.3 CrAdmitted-Finance | -1.15% | ₹1.3 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical GRAM NAGLA CHATURI POST SAIFAI ETAWAH | ETAWAH | UTTAR PRADESH | 206001 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical V 1 49 BUDH VIHAR PHASE 1 DELHI 110099 | NORTH WEST | DELHI | 110099 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.3 Cr
EMD Value
₹2.6 L
Closing Date
15 Apr 2026, 5:00 pmClosed
GM Civil
Sector-6, Noida
M/o Road (C/o RCC central Verge, Rise and Covering of Drain from Bhangel T-Point to Yatharth Hospital Cut in Sector-110) Noida
2026_NOIDA_1133012_1
65/GM(C)/SM(WC-8)/ET/2025-26
Open Tender
Civil Works
120 days
Noida
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
Noida
₹2.6 L
18 May 2026
3 Apr 2026
16 Apr 2026
3 Apr 2026
15 Apr 2026
3 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 |
|---|---|---|---|---|---|---|
| 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 (i/c equivalent design mix) | - | Cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | 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. | - | Cum | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | 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) : 8 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | 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 | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | 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 | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | 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 | 335.55 | - | BI01010001010000000000000515BI0100001120 |
| 9 | Fabrication & Manufacturing of Prestressed hollow core slab (Hollow area 25 to 30%) of different thickness & modular width 1200mm 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 planbt capable of producing zero slump concrete transported through automatic, shuttels of standard make & layed on bed with the help of extruder/slopformer, 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 150mm thick hollow core slab. | - | Sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes. | - | Kg | - | - | BI01010001010000000000000515BI0100001122 |
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