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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹13.7 LAccepted-AOC JOGINDER NAGAR RAJA GARDEN COLONY HIRA NAGAR NEAR PIR BABA MOSQUE YAMUNA NAGAR | YAMUNA NAGAR | YAMUNANAGAR | HARYANA | ₹13.7 L | L1 | Accepted-AOC ok |
| 2 | L2₹14.5 LRejected-AOC VILLAGE LOHANA DIST REWARI 2025R20245 | LOHANA | REWARI | HARYANA | ₹14.5 L | L2 | Rejected-AOC ok |
| 3 | L3₹16.0 LRejected-AOC MUSEPUR VPO MUSEPUR 123401 | REWARI | HARYANA | 123401 | ₹16.0 L | L3 | Rejected-AOC ok |
| 4 | L4₹17.2 LRejected-AOC H NO 399 VPO LILODH TEHSIL KOSLI 123303 | KOSLI | REWARI | HARYANA | 123303 | ₹17.2 L | L4 | Rejected-AOC ok |
Tender Value
₹21.0 L
EMD Value
₹42,050
Closing Date
2 Mar 2026, 5:00 pmClosed
Amit Rathi
DIV Rewari
Annual maintenance estimate of Master road in U/E Mahendergarh for the year 2025-2026
2026_HBC_503852_1
202601AFBA3B 5A23 4FB1 882A 6413B4AAB855258HSV
Open Tender
Civil Works
60 days
Mahendragarh
2 documents required · 2 mandatory
₹1,180
₹42,050
Yes
17 Apr 2026
19 Feb 2026
3 Mar 2026
19 Feb 2026
2 Mar 2026
19 Feb 2026
[17.13]Granular Sub-Base (Mix in place) Construction of granular sub-base by providing Material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with Rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per technical clause 401 of MORT&H technical specifications
[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
[17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg per sqm Providing and applying primer coat with bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications
[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
[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.
[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.
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