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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.8 CrAdmitted-Finance | -45.12% | ₹3.8 Cr | L1 | Admitted-Finance |
| 2 | L2₹4.2 Cr+₹48.9 L (13.0%)Admitted-Finance | -37.97% | ₹4.2 Cr+₹48.9 L (13.0%) | L2 | Admitted-Finance |
| 3 | L3₹4.8 Cr+₹1.0 Cr (27.6%)Admitted-Finance | -29.97% | ₹4.8 Cr+₹1.0 Cr (27.6%) | L3 | Admitted-Finance |
| 4 | L4₹5.6 Cr+₹1.8 Cr (49.1%)Admitted-Finance 6 204 TIKONIYAN BELANGANJ AGRA | AGRA | AGRA | UTTAR PRADESH | -18.18% | ₹5.6 Cr+₹1.8 Cr (49.1%) | L4 | Admitted-Finance |
| 5 | L5₹6.3 Cr+₹2.5 Cr (67.3%)Admitted-Finance | -8.19% | ₹6.3 Cr+₹2.5 Cr (67.3%) | L5 | Admitted-Finance |
Tender Value
₹6.8 Cr
EMD Value
₹16.1 L
Closing Date
18 Aug 2025, 5:00 pmClosed
DGM(C)
MAIN ADMIN BUILDING SEC-6 NOIDA
M/o and D/o Noida-Greater Noida Expressway (C/o Remaining Drain and Culverts of 45m wide road infront of Sector-150 and parallel to expressway till Pusta Culvert) Noida
2025_NOIDA_1061014_1
08/DGM/SM/WC10/ET/2025-26
Open Tender
Civil Works
Fixed-rate
240 days
NOIDA
Refer to Tender Document
3 documents required · 3 mandatory
₹8,260
NOIDA
₹16.1 L
7 Nov 2025
29 Jul 2025
19 Aug 2025
29 Jul 2025
18 Aug 2025
29 Jul 2025
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 of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. 304 (3.13-ib) | 10,782 | Cum | 114.8 | ₹12,37,773.6 |
| 2 | Dismantling Manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 Metres lead as per direction of engineer-in-charge:Bituminous road. | 848 | Sqm | 164.91 | ₹1,39,843.68 |
| 3 | Providing and Laying of plain cement concrete in open foundation complete as per drawing and technical Specifications.
A) PCC Grade M15 using batching plant transit mixer & manual Placing | 431 | Cum | 6,838 | ₹29,47,178 |
| 4 | Plain/ Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. RCC Grade M30 using batching plant transit mixer & manual placing (9.14 G,case-II) | 1,184 | Cum | 8,099.65 | ₹95,89,985.6 |
| 5 | Plain/ Reinforced Cement Concrete for wall & slab etc. complete as per Drawing and Technical Specifications. C-RCC Grade M30 using batching plant transit mixer & Concrete pump (9.15 C) | 1,160 | Cum | 9,056.8 | ₹1,05,05,888 |
| 6 | Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level.Thermo-Mechanically Treated bars of grade Fe-500D or more. | 3,68,008 | kg | 82.81 | ₹3,04,74,742.48 |
| 7 | Construction of granular sub-base by providing close graded material, spreading in uniform layers with morth grader on prepared surface, mixing by mix in place method with front end loader at OMC and compacting with vibratory roller to achieve the desired density complete as per clause 401 | 241 | Cum | 4,093.5 | ₹9,86,533.5 |
| 8 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam (wmm) specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.. 406(4.12) | 289 | Cum | 4,458 | ₹12,88,362 |
| 9 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor @ 0.25 to .30 kg per square metre on the prepared bituminous surface cleaned with mechanical broom. | 963 | Sqm | 13.5 | ₹13,000.5 |
| 10 | Prime Coat over WMM/WBM
Providing and applying primer coat with SS1 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00 kg/sqm using mechanical means. 502 (5.1) | 963 | Sqm | 42 | ₹40,446 |
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