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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹90.7 LAccepted-AOC VPO KHEWRA TEHSIL RAI SONEPAT 131021 | SONEPAT | SONEPAT | HARYANA | 131021 | L1 | Accepted-AOC ok | |
| 2 | L2₹93.1 L+₹1.7 L (1.85%)Rejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | L2 | Rejected-Finance HIGHER | |
| 3 | L3₹97.3 L+₹5.9 L (6.48%)Rejected-Finance | L3 | Rejected-Finance HIGHER | |
| 4 | L4₹99.0 L+₹7.6 L (8.33%)Rejected-Finance 83 VPO SANGHI ROHTAK 124303 | ROHTAK | ROHTAK | HARYANA | 124303 | L4 | Rejected-Finance HIGHER | |
| 5 | Not Admitted-Fee/PreQual/Technical | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹84.6 L
EMD Value
₹1.7 L
Closing Date
1 Jan 2026, 10:00 amClosed
Vishal Garg
Muncipal Corporation Sonipat
1143 - Estimate for reconstruction of internal road of sector 12 in ward no-04 under MC Sonipat
2025_HRY_491532_1
2025E6D9390C 5641 46B6 ACE0 302360F5A6D9292ULB
Open Tender
Civil Works
Works
180 days
Sonepat
2 documents required · 2 mandatory
₹5,000
₹1.7 L
Yes
8 Apr 2026
18 Dec 2025
1 Jan 2026
18 Dec 2025
1 Jan 2026
18 Dec 2025
18 Dec 2025 - 20 Dec 2025
[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 [Through Rate]
[17.25]Prime Coat @ 0.85kg 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 0.85 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications [Through Rate]
[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 [Through Rate]
[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. [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]
[17.41.3]Crack Prevention Courses 3. Stress absorbing membrane (SAM) crack width above 9 mm and cracked area above 50 per cent Providing and laying of a stress absorbing membrane over a cracked road surface, after cleaning the road using modified binder CRMB-55 complying with clause 517, sprayed at the rate of 1.5 kg per sqm and spreading crushed stone aggregates of specified grading, spraying binder and spreading crushed stone aggregates, sweeping the surface for uniform spread of aggregates complete as per technical clause 517 of MORT&H specifications. [Through Rate]
[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]
[34.26]Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface Providing and laying of hot applied thermoplastic compound 2.5 mm thick including Reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes. [Through Rate]
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