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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L-1₹1.6 CrAccepted-Finance | ₹1.6 Cr | L-1 | Accepted-Finance L-1 |
| 2 | L-2₹1.6 CrRejected-Finance 302 SHIV SADAN OPP ANAND MILAN SOC NEAR FIVE SHOP BHATIA CHOWK ULHASNAGAR 421004 | THANE | MAHARASHTRA | 421004 | ₹1.6 Cr | L-2 | Rejected-Finance L-2 |
| 3 | L-3₹1.6 CrRejected-Finance | ₹1.6 Cr | L-3 | Rejected-Finance L-3 |
| 4 | L-4₹1.6 CrRejected-Finance 292C FRIENDS COLONY ETAWAH | ₹1.6 Cr | L-4 | Rejected-Finance L-4 |
Tender Value
₹1.7 Cr
EMD Value
₹3.9 L
Closing Date
27 Apr 2026, 5:00 pmClosed
GM-CIVIL
Main Administrative Building Sector-6 Noida
M/o Road (Improvement of Road Shoulder of 24M and 30M wide road in Sector-59) Noida
2026_NOIDA_1136289_1
69/GM/SM(WC-05)/2025-26
Open Tender
Civil Works
180 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.9 L
19 May 2026
13 Apr 2026
28 Apr 2026
13 Apr 2026
27 Apr 2026
13 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 |
|---|---|---|---|---|---|
Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in - charge.Nominal concreteNominal concrete 1:3:6 or richer mix (i/c equivalent design mix) . (i/c equivalent design mix) . | - | cum | - | - | |
Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sum on plan) including disposal of excavated earth, lead upto 50m and lift upto 1.5mt., direction by engineer-in-charge. The contrector has to detect different utilites like sewer line water supply line elecctric cable telephone cable gas pipe line etc. using utility detecting machine before start of excavetion and shall start of excavetion and shall start excavation only after getting permission of Engineer -in Charge . | - | 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 leads including all lifts involved. | - | Cum | - | - | |
Providing and laying 60mm thick factory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge. | - | Sqm | - | - | |
Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. With material conforming to Grade-II (size range 53 mm to 0.075 mm ) having CBR Value-25 | - | Cum | - | - | |
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand(zone-III) : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 10 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand) | - | Cum | - | - | |
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc., up to floor five level, excluding the cost of centering, shuttering and finishing : 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | - | Cum | - | - | |
12 mm cement plaster of mix :1:4 (1 cement : 4 coarse sand) | - | Sqm | - | - | |
Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. With cement mortar 1:4 (1cement: 4 coarse sand). | - | Sqm | - | - |
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