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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹7.1 CrAdmitted-Finance | -1.50% | ₹7.1 Cr | L1 | Admitted-Finance |
| 2 | L2₹7.3 Cr+₹18.1 L (2.54%)Admitted-Finance | +1.00% | ₹7.3 Cr+₹18.1 L (2.54%) | L2 | Admitted-Finance |
| 3 | L3₹7.3 Cr+₹19.9 L (2.79%)Admitted-Finance | +1.25% | ₹7.3 Cr+₹19.9 L (2.79%) | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹7.2 Cr
EMD Value
₹14.4 L
Closing Date
1 Jun 2026, 5:00 pmClosed
GM (CIVIL)
Main Administrative Building Sector-6 Noida
M/o Road (P/F Prestressed Hollow Core slab and Repair of Existing Brick Drain along 45.00 m wide road from FNG along Pusta both sides upto Sector-144) Noida
2026_NOIDA_1150474_1
25/GM(C)/ SM (WC-8)/ET/2026-27
Open Tender
Civil Works - Others
Fixed-rate
365 days
Noida
Please refer to tender documents
3 documents required · 3 mandatory
₹8,260
Noida
₹14.4 L
1 Jul 2026
19 May 2026
2 Jun 2026
19 May 2026
1 Jun 2026
19 May 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 | Pumping out Water Caused by Springs , tidal or River Seepage , Briken water Mains or Drain and the Like. | 5,760 | K-Litre | 100.34 | ₹5,77,958.4 |
| 2 | 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 . | 30,000 | Each | 38 | ₹11,40,000 |
| 3 | 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. In cement mortar | 1,774.4 | Cum. | 779.76 | ₹13,83,606.14 |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of xcavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soil | 2,057.2 | Cum. | 136 | ₹2,79,779.2 |
| 5 | 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) | 586.6 | Cum | 5,746.88 | ₹33,71,119.81 |
| 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. | 3,832 | Cum | 120.55 | ₹4,61,947.6 |
| 7 | 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 informing to IS 10297- 1982 conforming to IS : 10297- 1982 by using long line casting method having rrangement 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 xtruder/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. Concrete Grade-M-40 (cement content 400 kg ) 150 mm thick hollow core slab | 12,857.7 | Sqm | 2,799.65 | ₹3,59,97,059.81 |
| 8 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | 4,634.4 | Cum. | 5,214.8 | ₹2,41,67,469.12 |
| 9 | 12 mm cement plaster :1:4 (1 cement : 4 coarse sand) | 11,571.9 | Sqm | 176.77 | ₹20,45,564.76 |
| 10 | Neat cement punning | 11,571.9 | Sqm | 39.13 | ₹4,52,808.45 |
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