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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 LAccepted-AOC | ₹12.9 L | L1 | Accepted-AOC Rate reduce in Negotiation meeting |
| 2 | L2₹14.0 LRejected-AOC | ₹14.0 L | L2 | Rejected-AOC Rejected due to higher rates |
Tender Value
₹15.3 L
EMD Value
₹30,640
Closing Date
1 Apr 2026, 5:00 pmClosed
AMIT KAUSHIK
Infra-I (Roads and Buildings)
Annual maintenance of master roads in Urban Estate, Sonipat
2026_HRY_511043_1
2026916D13BC B7F7 4E37 9071 7D00BF1A6A2B2248005
Open Tender
Civil Works
90 days
Sonepat
Annual Maintenance of Master Roads between sector -11/12, 15/16, 15/15 Part - IV, 14/15, 12/13 and 13/14 in Urban Estate, Sonipat. (Package 09)
2 documents required · 2 mandatory
₹500
₹30,640
Yes
3 Jun 2026
25 Mar 2026
2 Apr 2026
25 Mar 2026
1 Apr 2026
25 Mar 2026
This is a percentage-rate BOQ. The schedule below shows estimated quantities and rates. Bidders quote a single percentage above or below the total estimated cost.
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | [17.23.2]Water Bound Macadam Grading - II 2. Water Bound Macadam (53mm to 22.4 mm)Grading II with screenings Type “B” (11.2 mm aggregates) Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density complete as per technical clause 404 of MORT&H specifications | 1 | P CUM | - | - |
| 2[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 | |||||
| 3 | [17.27.4]Bituminous Macadam with batch type HMP 4. Providing and laying bituminous macadam 50-75 mm thick with Continuous type hot mix plant 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 as per clauses 501.6 and 501.7 to achieve the desired compaction complete as per technical clause 504 of MORT&H specifications. Note-If bitumen required is more than 3.4% as per job mix formula, no extra payment will be paid. Extra bitumen required will be considered as incidental to work. | 1 | P CUM | - | - |
| 4[17.33.1]Open - Graded Premix Surfacing 20 mm thickness 1. Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of crushed stone aggregates of specified grading premixed in a continuous type of hot mix plant of appropriate capacity not less not less than 75 tonne per hour, with bituminous binder VG - 10 @ 1.46 kg per sqm, laid with Paver Finisher Mechanical and rolling with a smooth wheeled roller 8-10 tonne capacity, finished to required level and grades complete as per technical clause 510 of MORT&H specifications. | |||||
| 5[17.36.3]Seal Coat 3. Type B with VG - 10 bituminous binder Providing and laying of premix sand seal coat premixed in continuous type HMP of appropriate capacity not less than 75 tonnes/ hours using specified fine aggregates and penetration grade bitumen @0.68 kg/sqm laid to specified levels, grade and cross fall complete as per technical clause 511 of MORT&H specifications. | |||||
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