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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹38.4 LAccepted-Finance | ₹38.4 L | L1 | Accepted-Finance L1 |
| 2 | L2₹42.1 LRejected-Finance | ₹42.1 L | L2 | Rejected-Finance L2 |
| 3 | L3₹58.7 LRejected-Finance | ₹58.7 L | L3 | Rejected-Finance L3 |
| 4 | L4₹59.4 LRejected-Finance | ₹59.4 L | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹60.1 L
EMD Value
₹1.4 L
Closing Date
6 Apr 2026, 5:00 pmClosed
GM CIVIL
Main Administrative Building Sector-6 Noida
Development of Sector-118 (P/L Coil Fencing of Balance Boundary wall and Misc work of Samajwadi Awas Yojna Compound Sector-118), Noida
2026_NOIDA_1128356_1
36/GM/SM-WC-6/2025-26
Open Tender
Civil Works
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,832
NOIDA
₹1.4 L
13 May 2026
20 Mar 2026
7 Apr 2026
20 Mar 2026
6 Apr 2026
20 Mar 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 concrete 1:3:6 or richer mix (i/c equivalent design mix) | - | Cum | - | - | |
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 dectect different utilities like sewer line, water supply line, electric cable, telephone cable , gas pipe line etc, using utility decteting machine before start of excavation and shall start excavation only after getting permission of E/I. All kind of soil | - | 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 | - | - | |
Earth work in embankment in ordinary soil embankment to be in 20cm layer breaking clods. Watering, rolling each layer with 1/2 tonne roller or wooden roller or steel rammer and rolling every third or top most layer with power roller or minimum 8 tonne including 1.5 m lift and all lead including cartage of earth by Mechinical Transportation and all T&P labour etc. required for proper completion or work. (earth shall be arranged by the contractor at his own cost from out side of Noida) | - | Cum | - | - | |
Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres. | - | Sqm | - | - | |
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 | - | - | |
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:6 (1 cement : 6 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 | - | - | |
Neat cement punning | - | Sqm | - | - |
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