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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.5 CrAccepted-Finance 0 0 PIPRAICH GORAKHPUR GORAKHPUR UTTAR PRADESH 273152 | GORAKHPUR | UTTAR PRADESH | 273152 | ₹1.5 Cr | L1 | Accepted-Finance L1 |
| 2 | L2₹1.5 Cr+₹4.4 L (2.91%)Rejected-Finance | ₹1.5 Cr+₹4.4 L (2.91%) | L2 | Rejected-Finance L2 |
| 3 | L3₹1.5 Cr+₹4.6 L (3.10%)Rejected-Finance | ₹1.5 Cr+₹4.6 L (3.10%) | L3 | Rejected-Finance L3 |
| 4 | L4₹1.6 Cr+₹6.4 L (4.25%)Rejected-Finance | ₹1.6 Cr+₹6.4 L (4.25%) | L4 | Rejected-Finance L4 |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹1.6 Cr
EMD Value
₹3.7 L
Closing Date
25 May 2026, 5:00 pmClosed
GM-(CIVIL)
Main Administrative Building Sector-6 Noida
D/o Village (Providing and Laying Balance C.C. Road on the Demand of villagers as per gram chaupal in village Bakhtawarpur) Noida
2026_NOIDA_1146872_1
13/GM(C)/SM-WC-09/ET/2026-27
Open Tender
Civil Works
Fixed-rate
120 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹3.7 L
2 Jul 2026
8 May 2026
26 May 2026
8 May 2026
25 May 2026
8 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 | 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) | 1,041 | Cum | 923.42 | ₹9,61,280.22 |
| 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 20 mm nominal size) | 694 | cum | 5,746.88 | ₹39,88,334.72 |
| 3 | Providing and laying design mix cement concrete of M-30 grade, in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10) <mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of Engineer-in-charge item of joint filers, sealants, dowel bars with sleeved tie bars to be paid separately). Note:- Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately. Cement concrete prepared with batch mixing machine | 1,111 | Cum | 7,996.31 | ₹88,83,900.41 |
| 4 | Sepration Membrane of Impermeable Plastic Sheeting 125 Micron Thick Rate as Per Dsr-2018 | 7,529 | Sqm | 13.95 | ₹1,05,029.55 |
| 5 | Providing and laying in position bitumeen bitumeen hot sealing compound for expansion joint etc using grade A sealing compound | 2,510 | cum | 2.09 | ₹5,245.9 |
| 6 | Providing and placing in position 100 mm thick factory made machine batched & machine mixed Precast RCC Rectangular Covers on drains of footpath of various sizes, of M-25 grade cement concrete for RCC work, including cost of centering, shuttering, reinforcement of 8 mm dia TMT bars of Fe 500 grade @ maximum 100mm c/c on both ways , neat cement punning on finished surface, properly encased on all edges with 1.6 mm thick , 100 mm wide MS sheet duly painted over priming coat , reinforcement to be welded at edges with MS sheet and providing 2 Nos. 12 mm dia bar for hooks etc i/c cost of cartage, all leads & lift, handling at site etc. all complete as per direction of Engineer-in-Charge. | 700 | per Cm wide per Cm Detph per M length | 2,222.1 | ₹15,55,470 |
| 7 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates
and similar works | 2,000 | Kg | 92.34 | ₹1,84,680 |
| 8 | 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. | 1,041 | Cum | 120.55 | ₹1,25,492.55 |
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