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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹3.2 CrAccepted-Finance | ₹3.2 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹3.8 Cr+₹60.5 L (18.8%)Rejected-Finance | ₹3.8 Cr+₹60.5 L (18.8%) | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹3.9 Cr+₹64.4 L (20.0%)Rejected-Finance 217 PANCHAM ICON VASNA ROAD BESIDE D MART VADODARA GUJARAT 390007 | VADODARA | GUJARAT | 390007 | ₹3.9 Cr+₹64.4 L (20.0%) | L-3 | Rejected-Finance L-3 |
| 4 | L-3₹3.9 Cr+₹64.4 L (20.0%)Rejected-Finance E 315 1ST FLOOR SECTOR 27 NOIDA G B NAGAR 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | ₹3.9 Cr+₹64.4 L (20.0%) | L-3 | Rejected-Finance L-3 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.9 Cr
EMD Value
₹7.8 L
Closing Date
29 Apr 2026, 5:00 pmClosed
General Manager
Main administrative building, Sector-6, Noida
M/o Building (Construction of RCC Wall, Culvert and Paver Blocks work in Parking Plot No B-133, Phase-II) Noida
2026_NOIDA_1137208_1
47/GM/SM/WC-7/ET/2025-26
Open Tender
Civil Works
Fixed-rate
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹7.8 L
23 Jun 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 |
|---|---|---|---|---|---|
| - | 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.The contractor has to diffrent utilites like sewer line, water supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-charge. all kinds of soil. | - | cum | - | - |
| - | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exccding 30 cm in depth, 1.5m in width or 10 sqm on plan) including disposal of excavated lead upto 50 mtr. & lift upto 1.5Mtr. dispose earth to be leveled & dressed. : All kinds of soil. The Contractor has to detect Different utilities like sewer line, water Supply line, electric cable, telephone cable, gas pipe line etc. using utility detecting machine before start of excavation and shall start excavation only after getting permission of Engineer-in-Charge | - | cum | - | - |
| - | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundation etc. in layers not exceeding 20 cm in depth : consolidating each deposited layer by ramming and watering lead up to 50 m and lift up to 1.5 m. (CR) | - | cum | - | - |
| - | 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 loads including all lifts involved. | - | cum | - | - |
| - | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering- All work up to plinth 1:4:8 ( 1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) | - | cum | - | - |
| - | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 100 in foundation and plinth inCement mortar 1:4 (1 cement : 4 coarse sand) DSR No. 6.1.1 | - | cum | - | - |
| - | 12 mm cement plaster of mix : 1:4 (1 cement : 4 coarse sand) (DSR-18/I-13.4.1/P-222) | - | Sqm | - | - |
| - | Neat cement punning ( DSR- 18/ I- 13.18 ) | - | Sqm | - | - |
| - | Washed stone grit plaster on exterior walls of height upto 10 M. above level in two layers,under layer 12mm cement plaster 1:4 (1 cement : 4 coarse sand ) furrowing the under layer with scratching tool,applying cement slurry on the under layer @ 2 Kg of cement /Sqm top layer 15mm cement plater 1:1/2:2 (1 cement: 1/2 C sand: 2 stone chipping 10mm N.S.) in panels with groove all around as per approved pattern i/c scrubbing and washing the top layer with brusshes and water to expose the stone chipping complete as per. DSR 18/I.No. 13.72/P-228 | - | Sqm | - | - |
| - | Forming groove of uniform size in the top layer of washed stone grit plaster as per approved pattern using wooden battens, nailed to the under layer, including removal of wooden battens, repair to the edges of panels and finishing the groove complete as per specifications and direction of the Engineer-in-charge : 15 mm wide and 15 mm deep groove. DSR 18/I.No. 13.73.1/P-228 | - | Rmt. | - | - |
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