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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹88.1 LAdmitted-Finance | -24.99% | ₹88.1 L | L1 | Admitted-Finance |
| 2 | L2₹90.0 LAdmitted-Finance | -23.38% | ₹90.0 L | L2 | Admitted-Finance |
| 3 | L3₹91.6 LAdmitted-Finance | -22.00% | ₹91.6 L | L3 | Admitted-Finance |
| 4 | L4₹99.6 LAdmitted-Finance | -15.22% | ₹99.6 L | L4 | Admitted-Finance |
| 5 | L5₹1.1 CrAdmitted-Finance | -9.99% | ₹1.1 Cr | L5 | Admitted-Finance |
Tender Value
₹1.2 Cr
EMD Value
₹2.4 L
Closing Date
15 Apr 2026, 5:00 pmClosed
GM (CIVIL)
MAIN ADMINISTRATIVE BUILDING, SECTOR-6,NOIDA
M/o Road (Annual Maintenance of Road, Centeral Verge and Footpath in Work Circle-8 Area) Noida
2026_NOIDA_1132453_1
73/GM(C)/ SM (WC-8)/ET/2025-26
Open Tender
Civil Works - Others
365 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹2.4 L
3 Jun 2026
1 Apr 2026
16 Apr 2026
1 Apr 2026
15 Apr 2026
1 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 | 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 sum on plan) including dressing of sides and amming 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. All kinds of soil | - | cum | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | 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 up to 1.50 mt. | - | 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 40 mm nominal size). | - | Cum | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | cum | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of Engineer-in charge. (The panel shuttering work shall be paid for separately). (Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately) | - | Cum | - | - | 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 | 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 | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | Centering and shuttering including strutting, propping etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform with water proof ply 12mm thick | - | sqm | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more. | - | Kg | - | - | BI01010001010000000000000515BI0100001122 |
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