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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹33.0 LAccepted-AOC 1506 SECTOR 16 17 HISAR SECTOR 16 17 HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹33.0 L | L1 | Accepted-AOC L1 |
| 2 | L2₹34.2 L+₹1.2 L (3.64%)Rejected-AOC 1077 SECTOR 16 AND 17 125001 | HISAR | HISAR | HARYANA | 125001 | ₹34.2 L+₹1.2 L (3.64%) | L2 | Rejected-AOC L2 |
| 3 | L3₹34.5 L+₹1.5 L (4.55%)Rejected-AOC WIR DUBBE M NORK MATE CREED ARES SECTOR 11 P FIEAR HAND DIEET R | SHAHDARA | DELHI | 110031 | ₹34.5 L+₹1.5 L (4.55%) | L3 | Rejected-AOC L3 |
| 4 | Not Admitted-Fee/PreQual/Technical H NO 12 18 BAGATPURA OLD DC ROAD SONEPAT 131001 | SONEPAT | SONIPAT | HARYANA | 131001 | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹30.0 L
EMD Value
₹59,940
Closing Date
11 Feb 2026, 5:00 pmClosed
Jagmal
DIV 1 Rohtak
A/mtc of Master Roads in U/E, Rohtak
2026_HBC_500823_1
20264A176C2C 094E 4A72 BD76 1DAD09737407267HSV
Open Tender
Civil Works
Works
90 days
Rohtak
As per approved CBD/NIT/DNIT
2 documents required · 2 mandatory
₹1,000
Yes
₹59,940
Yes
27 Apr 2026
5 Feb 2026
12 Feb 2026
5 Feb 2026
11 Feb 2026
5 Feb 2026
[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
[17.26.2]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
[17.52]Patch work with Bituminous Macadam 50 to 75 mm thickness (grading II) Providing and laying bituminous macadam 80-100 mm thick with continuous type HMP 40 -60 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 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications Grading II (19 mm nominal size)
[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.
[34.34]Moulded Shank Road Stud Supplying and fixing of single mould twin shank reflective road studs made out of poly carbonate/ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity values @ ASTM E 809 & ASTM D 4280. The detailed specifications and the product shall conform to ASTM D4280 and ASTM E 809. The raised pavement marker shall also meet all the testing conditions of ASTM D4280 like abrasion resistance and fixed to the road surface using the epoxy adhesive. Two cylinderical polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be moulded in the RPM body. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280. The marker shall withstand flexural strength of 909 kgf force in accordance with ASTM D4280. Marker lenses shall be moulded of Polycarbonate or methyl Methacrylate conforming to ASTM D788. The supplier shall provide a 2 years warranty for satisfactory field performance as per clause 804.7.3 of MORT&H 5th revision specifications.
[34.37]Road Delineators Providing and fixing of standard Metal Delineator as per IRC 79:2019 consisting of retro reflective area in white colour using Microprismatic retro reflective sheeting on each side conforming with IRC 67-2012 and meeting the coefficient of retro reflection values as per Class C table specification. The delineator shall be painted with only black colour powder coat of minimum 40 microns thickness, on top of retro reflective sheeting only in white colour shall be pasted on both sides. The structure shall have height not less than 800 mm above ground, width not less than 100 mm and shall extend not more than 300 mm below ground while being installed. The delineator shall have grooves across the length to make the reflective sheet vandal proof. The delineator is meant for application on gaps in median, traffic islands, dangerous bends, roundabouts, narrow bridges etc or as desired by site engineer. The product shall be provided with 3 year outdoor warranty report tested in India condition as per IRC 67: 2012 requirement. In case of soft ground, a proper foundation may be provided as per approved design. In case foundation is required to be provided, the items of excavation and foundation concrete are required to be measured and paid separately.
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