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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.3 CrAccepted-Finance | L1 | Accepted-Finance L1 | |
| 2 | L2₹1.5 Cr+₹12.8 L (9.53%)Rejected-Finance 302 SHIV SADAN OPP ANAND MILAN SOC NEAR FIVE SHOP BHATIA CHOWK ULHASNAGAR 421004 | THANE | MAHARASHTRA | 421004 | L2 | Rejected-Finance L2 | |
| 3 | L3₹1.6 Cr+₹25.5 L (19.1%)Rejected-Finance | L3 | Rejected-Finance L3 | |
| 4 | L4₹1.6 Cr+₹26.1 L (19.5%)Rejected-Finance | L4 | Rejected-Finance L4 | |
| 5 | L5₹1.6 Cr+₹27.0 L (20.1%)Rejected-Finance E 315 1ST FLOOR SECTOR 27 NOIDA G B NAGAR 201301 | GAUTAM BUDDHA NAGAR | UTTAR PRADESH | 201301 | L5 | Rejected-Finance L5 |
Tender Value
₹1.6 Cr
EMD Value
₹3.8 L
Closing Date
22 Jul 2026, 5:00 pmClosed
GM CIVIL
Main Administrative Building Sector-6 Noida
Development of Sector-72 (C/o Balance Drain and Improvement work on Patires in C Block Sector-72), Noida
2026_NOIDA_1167463_1
32/GM/SM-WC-6/2026-27
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.8 L
24 Sept 2026
8 Jul 2026
23 Jul 2026
8 Jul 2026
22 Jul 2026
8 Jul 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 | 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 | 1,329 | Cum | 144.93 | ₹1,92,611.97 |
| 2 | 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) Providing and | 86 | Cum | 5,746.88 | ₹4,94,231.68 |
| 3 | 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) | 650 | Cum | 5,214.8 | ₹33,89,620 |
| 4 | 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) | 59 | Cum | 6,753.45 | ₹3,98,453.55 |
| 5 | Centering and shuttering including strutting, propping etc. and removal of form for :Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. | 90 | Sqm | 335.55 | ₹30,199.5 |
| 6 | Centering and shuttering including strutting, propping etc. and removal of form for : Foundations, footings, bases of columns, etc. for mass concrete. | 180 | Sqm | 181.64 | ₹32,695.2 |
| 7 | 12 mm cement plaster of mix : 1:4 (1 cement: 4 coarse sand) | 1,709 | Sqm | 176.77 | ₹3,02,099.93 |
| 8 | Neat cement punning | 1,709 | Sqm | 39.13 | ₹66,873.17 |
| 9 | Earth work in excavation by mechnical 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 disposal of excavated earth, lead upto 50 and lift upto 1.5 m; disposed earthl to be levelled and dressed : 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 : | 1,799.5 | Cum | 136 | ₹2,44,732 |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m. | 664.5 | Cum | 93 | ₹61,798.5 |
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