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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹2.4 CrAdmitted-Finance 112 FIRST FLOOR NAVAYUG MARKET GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | -1.50% | ₹2.4 Cr | L1 | Admitted-Finance |
| 2 | L2₹2.4 CrAdmitted-Finance | -1.00% | ₹2.4 Cr | L2 | Admitted-Finance |
| 3 | L3₹2.4 CrAdmitted-Finance | -0.50% | ₹2.4 Cr | L3 | Admitted-Finance |
| 4 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹2.4 Cr
EMD Value
₹4.9 L
Closing Date
6 Apr 2026, 5:00 pmClosed
GM (CIVIL)
MAIN ADMINISTRATIVE BUILDING, SECTOR-6,NOIDA
M/o Road (Construction of Service Road along 45.00 m wide road from Metro Pillar No. 469 upto Advant) Noida
2026_NOIDA_1128283_1
42/GM(C)/ SM (WC-8)/ET/2025-26
Open Tender
Civil Works - Others
270 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹4.9 L
27 Apr 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 |
|---|---|---|---|---|---|
| 1Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate | |||||
| 2Supplying and stacking at site.Moorum | |||||
| 3Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | |||||
| 4Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled oad/vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density . | |||||
| 5providing and applying primer coat with SS1 grade bitumen on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 to 1.00kg / sqm using machanical maens. | |||||
| 6providing and laying danse graded Bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading. Premixed with bituminous binder @4.5 percent by weight of total mix and filler, transporting the hot mix to work site, laying with Hydrostatic paver finisher with sensor contral to the required grade. level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction and density compaction as per MORTH specification, clause No.505 comlete in all respects. | |||||
| 7Providing and applying tack coat using hot straight run bitumen of grade 80/100, On bituminous surface @ 0.50 Kg / sqm | |||||
| 8Providing and laying Bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading. Premixed with bituminous binder @5.4 percent of mix and filler, transporting the hot mix to work site, laying with Hydrostatic paver finisher with sensor contral to the required grade. level and alignment, rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction and density compaction as per MORTH specification, clause No.507 comlete in all respects. | |||||
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