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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹3.6 CrAdmitted-Finance 112 FIRST FLOOR NAVAYUG MARKET GHAZIABAD | GHAZIABAD | UTTAR PRADESH | 201001 | -8.85% | ₹3.6 Cr | L1 | Admitted-Finance |
| 2 | L2₹3.8 Cr+₹24.0 L (6.68%)Admitted-Finance | -2.76% | ₹3.8 Cr+₹24.0 L (6.68%) | L2 | Admitted-Finance |
| 3 | L3₹3.9 Cr+₹28.9 L (8.04%)Admitted-Finance | -1.52% | ₹3.9 Cr+₹28.9 L (8.04%) | L3 | Admitted-Finance |
| 4 | L4₹3.9 Cr+₹33.7 L (9.38%)Admitted-Finance JAIN SADAN MAHAL ROAD SHIVPURI DISTT SHIVPURI MP | SHIVPURI | SHIVPURI | MADHYA PRADESH | -0.30% | ₹3.9 Cr+₹33.7 L (9.38%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹3.9 Cr
EMD Value
₹7.9 L
Closing Date
1 Jun 2026, 5:00 pmClosed
General Manager
Main administrative building, Sector-6, Noida
Strengthening of Road (Resurfacing on 24.00M wide road from A-01 to India TV and Mastic work from Mahatma Gandhi Rotary, Hyundai Showroom T-Point, Illabans T-Point in Sector-85) Noida
2026_NOIDA_1150106_1
11/GM/SM/WC-7/ET/2026-27
Open Tender
Civil Works
Fixed-rate
90 days
NOIDA
Please refer Tender documents.
3 documents required · 3 mandatory
₹5,310
NOIDA
₹7.9 L
15 Jul 2026
18 May 2026
2 Jun 2026
18 May 2026
1 Jun 2026
18 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 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, lead up to 50m and lift up to 1.5m, as directed by engineer-in-charge. The Contractor has defect 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 Engineer-in-charge. | 79 | Cum | 136 | ₹10,744 |
| 2 | Supplying and stacking at site. 53 mm to 22.4 mm size stone aggregate. | 72 | Cum | 2,724.88 | ₹1,96,191.36 |
| 3 | P/L applying Tack coat using straight run bitumen of grade 80/100 on bituminous surace 0.50 Kg/Sqm. | 33,439 | Sqm | 32.25 | ₹10,78,407.75 |
| 4 | Providing and laying Dense 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 a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per Morth specification clause No 505 complete in all respects. | 1,355 | Cum | 10,237.3 | ₹1,38,71,541.5 |
| 5 | Providing and laying Bituminous concrete with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 percent by weight of total mix and filler. transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem roller to achieve the desired compaction as per Morth specification clause No 507 complete in all respects. | 254 | Cum | 11,438.8 | ₹29,05,455.2 |
| 6 | 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 loads including all lifts involved. | 79 | Cum | 120.55 | ₹9,523.45 |
| 7 | Providing and laying bitumen mastic wearing course (as per specifications) with industrial bitumen of grade 85/25 conforming to IS : 702, prepared by using mastic cooker and laid to required level and slope, including providing antiskid surface with bitumen precoated fine grained hard stone chipping of approved size at the rate of 0.005 cum per 10 sqm and at approximate spacing of 10 cm centre to centre in both directions, pressed into surface protruding 1 mm to 4 mm over mastic surface, including cleaning the surface, removal of debris etc. all complete. (Considering bitumen using 10.2% as per MORTH specification). 40 mm thick | 22,731 | Sqm | 939.85 | ₹2,13,63,730.35 |
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