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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹55.7 LAccepted-AOC VPO KUMBHA TEH HANSI DIST HISAR 125049 | HANSI | HISAR | HARYANA | 125049 | ₹55.7 L Quoted ₹65.0 L | L1 | Accepted-AOC ok |
| 2 | L2₹65.5 LRejected-Finance HOUSE 630 VILLAGE PUR TEHSIL BAWANI KHERA DISTRICT BHIWANI 127032 | BAWANI KHERA | BHIWANI | HARYANA | 127032 | ₹65.5 L | L2 | Rejected-Finance Higher bid |
Tender Value
₹78.5 L
EMD Value
₹1.6 L
Closing Date
10 Feb 2026, 5:00 pmClosed
BHUPENDER SINGH
DIV 2 Hissar
ROUGH COST ESTIMATE FOR UPLIFTING OF BALANCE ROADS IN SECTOR-33P-1, HISAR
2026_HBC_500272_1
2026B5EB8923 3EF1 409F 8128 3DAD8FA226E2260HSV
Open Tender
Civil Works
120 days
Hisar
18/2026
2 documents required · 2 mandatory
₹2,000
Yes
₹1.6 L
Yes
18 May 2026
3 Feb 2026
11 Feb 2026
3 Feb 2026
10 Feb 2026
3 Feb 2026
[17.15.2]Granular Sub-Base with Coarse Graded Material - Grading-I or II or III (Table:- 400-2) Construction of granular sub-base by providing coarse graded 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 clause 401.of MORTandH specifications 2. Grading II material [Through Rate]
[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 [Through Rate]
[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 [Through Rate]
[17.27.2]Bituminous Macadam with batch type HMP 2. Bituminous Macadam 50 to 75 mm thickness (grading II) with batch type hot mix plant 100 -120 TPH Providing and laying bituminous macadam 50-75 mm thick with Batch type hot mix plant 100-120 TPH using crushed aggregates of specified grading premixed with bituminous binder VG - 30 @3.4% transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size) [Through Rate]
[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. [Through Rate]
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