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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹1.4 CrAdmitted-Finance | -2.50% | ₹1.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹1.4 Cr+₹1.1 L (0.79%)Admitted-Finance | -1.73% | ₹1.4 Cr+₹1.1 L (0.79%) | L2 | Admitted-Finance |
| 3 | L3₹1.4 Cr+₹1.5 L (1.08%)Admitted-Finance 00 PRAKASH CO SHIV BLOCK COLONY BABUGARH VIKAS NAGAR DEHRADUN UTTARAKHAND 248198 | DEHRADUN | UTTARAKHAND | 248198 | -1.45% | ₹1.4 Cr+₹1.5 L (1.08%) | L3 | Admitted-Finance |
| 4 | L4₹1.4 Cr+₹2.8 L (2.05%)Admitted-Finance | -0.50% | ₹1.4 Cr+₹2.8 L (2.05%) | L4 | Admitted-Finance |
| 5 | L5₹1.4 Cr+₹2.9 L (2.10%)Admitted-Finance | -0.45% | ₹1.4 Cr+₹2.9 L (2.10%) | L5 | Admitted-Finance |
Tender Value
₹1.4 Cr
EMD Value
₹2.8 L
Closing Date
15 Apr 2026, 5:00 pmClosed
GM (CIVIL)
MAIN ADMINISTRATIVE BUILDING, SECTOR-6,NOIDA
M/o Drain (Reconstruction of RCC Drain infront of ATS Village Gate No. 1 to Eldeco (Red light) in Sector-93A) Noida
2026_NOIDA_1132662_1
60/GM(C)/ SM (WC-8)/ET/2025-26
Open Tender
Civil Works - Others
Fixed-rate
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹2.8 L
11 Jun 2026
2 Apr 2026
16 Apr 2026
2 Apr 2026
15 Apr 2026
2 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 |
|---|---|---|---|---|---|
| 1 | 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. | - | Cum | - | - |
| 2 | Pumping out Water Caused by Springs , tidal or River Seepage , Briken water Mains or Drain and the Like. | - | K-Litre | - | - |
| 3 | Empty Bag Filling By Sand Supply And Laying of Sandy Earth Plastic Cement Bags ( Volume 0.035 Cum) Including Cost of Earth Cost of Empty Bags, Labour Stiching with Safely Complete Laying And Placing Complete At the Place of Resoration Of Embankement . | - | Each | - | - |
| 4 | 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. All kinds of soil. | - | Cum | - | - |
| 5 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, Consolidating each deposited layer by ramming and watering, lead upto 50 m and lift upto 1.5 m. | - | Cum | - | - |
| 6 | 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 | - | - |
| 7 | 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) drived from natural sources : 8 graded stone aggregate 40 mm nominal size drived from natural sources). | - | Cum | - | - |
| 8 | 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 | - | - |
| 9 | 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 @ 330kg/cum.Excess/less cement used as per design mix is payable/recoverable separately). All works upto plinth level | - | Cum | - | - |
| 10 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete | - | Sqm | - | - |
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