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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹56.6 LAccepted-AOC | ₹56.6 L Quoted ₹59.3 L | L1 | Accepted-AOC ok |
| 2 | L2₹69.8 L+₹10.5 L (17.7%)Rejected-Finance NOT SPECIFIED IN THE DOCUMENT | ₹69.8 L+₹10.5 L (17.7%) | L2 | Rejected-Finance ok |
| 3 | Rejected-Technical VPO MAHRA VPO MAHRA TEHSIL GOHANA 131301 | SONIPAT | HARYANA | 131301 | - | - | Rejected-Technical As per Haryana Government notification No. 480-C-7-2025/4728 dt.27.6.2025 the preference for allotment of tender will be given to the society. Hence the tender is rejected. |
Tender Value
₹73.5 L
EMD Value
₹1.5 L
Closing Date
23 Feb 2026, 5:00 pmClosed
BHUPENDER SINGH
DIV 1 Hissar
ROUGH COST ESTIMATE FOR SPECIAL REPAIR OF SERVICE ROAD ALONG PERIPHERY ROAD OF SECTOR-6,7,8and9, JIND
2026_HBC_502568_1
202674D13FF7 CCE5 490B 82F7 CB6BC4F13F5C259HSV
Open Tender
Civil Works
Works
150 days
Jind
Supply, laying and consolidation of WMM, 50mm thick DBM and 30mm thick Bituminous concrete with tack coat, primer coat on roads and all other works contingent thereto
2 documents required · 2 mandatory
₹1,000
Yes
₹1.5 L
Yes
16 Jun 2026
14 Feb 2026
24 Feb 2026
14 Feb 2026
23 Feb 2026
14 Feb 2026
[17.48]Maintenance of Earthen Shoulder (filling with fresh soil) Making up loss of material/ irregularities on shoulder to the design level by adding fresh approved soil and compacting it with appropriate equipment as per technical clause 3003 of MORT&H specifications [Through Rate]
[35.15]Removal of existing asphaltic wearing coat comprising of 50 mm thick asphaltic concert laid over 12 mm thick mastic asphalt including disposal with all lift and lead up to 1000 m. [Through Rate]
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 in Bhiwani
Providing and applying primer coat with bitumen VG-10 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 MORTandH specifications
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 MORTandH specifications
Tack Coat@ .30 Kg Per Sqm 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 MORTandH specifications ( Without GST)
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 MORTandH specifications.
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tech_eval.pdf
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Tendernotice_1.pdf
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BOQ_581234.xls
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