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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹7.5 LAccepted-AOC 181 GROUND FLOOR SECTOR 8 FARIDABAD 181 GROUND FLOOR SECTOR 8 FARIDABAD 121006 | FARIDABAD | FARIDABAD | HARYANA | 121006 | ₹7.5 L Quoted ₹7.6 L | L1 | Accepted-AOC due to lowest amount |
| 2 | L2₹7.6 L+₹2,512.52 (0.33%)Rejected-AOC 138 C NEW BERHANA ALLAHABAD U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹7.6 L+₹2,512.52 (0.33%) | L2 | Rejected-AOC due to 2nd lowest amount |
Tender Value
₹8.4 L
EMD Value
₹16,760
Closing Date
22 Apr 2026, 5:00 pmClosed
Sandeep Dahiya
DIV Faridabad
A/mtc of Road in Sector-2, 62, 64 and 65, Faridabad. Providing and Laying of Patch work on Main and Internal roads with Tack Coat, BM, BC, WMM etc in Sector-2, 62, 64 and 65, Faridabad complete in all respect and all other works contingent thereto.
2026_HBC_515755_1
202613051059 9168 448D A544 95B239A7642B248HSV
Open Tender
Civil Works
Works
365 days
Faridabad (MC)
A/mtc of Road in Sector-2, 62, 64 and 65, Faridabad. Providing and Laying of Patch work on Main and Internal roads with Tack Coat, BM, BC, WMM etc in Sector-2, 62, 64 and 65, Faridabad complete in all respect and all other works contingent thereto.
2 documents required · 2 mandatory
₹500
₹16,760
Yes
22 May 2026
17 Apr 2026
23 Apr 2026
17 Apr 2026
22 Apr 2026
17 Apr 2026
17 Apr 2026 - 19 Apr 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 | [17.24]Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam 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 as per technical clause 406 of MORT&H specifications | 1 | per cum | - | - |
| 2 | [17.26.1]Tack Coat 1. Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications | 1 | per sqm | - | - |
| 3 | [17.26.2]Tack Coat 2. Providing and applying tack coat with penetration grade bitumen VG - 10 using bitumen pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous/ granular surface cleaned with mechanical broom as per technical clause 503 of MORT&H specifications | 1 | per sqm | - | - |
| 4 | [17.30.2]Dense Graded Bituminous Macadam with Batch Type HMP 2. Dense Graded Bituminous Macadam 50 mm to 75 mm thickness (Grading II) Providing and laying 50mm - 75 mm dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG 30 @ 4.5% 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 complete, as per technical clause No. 505 of MORT&H specifications Note-If bitumen required is more than 4.5% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. | - | per cum | - | - |
| 5 | [17.31.2]Bituminous Concrete with Batch type HMP 2. Bituminous Concrete 30 mm to 45 mm thickness (grading II) with 100-120 TPH batch type HMP Providing and laying 30mm - 45 mm bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG - 30 @ 5.4% per cent of 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 complete as per technical clause 507 of per MORTH specifications Note-If bitumen required is more than 5.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. | 1 | per cum | - | - |
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