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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 2₹3.6 Cr+₹16.2 L (4.24%)Accepted-AOC 1506 SECTOR 16 17 HISAR SECTOR 16 17 HISAR 125001 | HISAR | HISAR | HARYANA | 125001 | ₹3.6 Cr+₹16.2 L (4.24%) Quoted ₹4.0 Cr | 2 | Accepted-AOC ALLOTTED |
| 2 | 1₹3.8 CrRejected-Finance 62 BALSAMAND ROAD HISAR 125001 | HISAR | HARYANA | 125001 | ₹3.8 Cr | 1 | Rejected-Finance L1 |
| 3 | 3₹4.3 Cr+₹45.8 L (11.9%)Rejected-Finance DURGA COLONY NEAR M M PUBLIC SCHOOL V P O MULLANA DISTT AMBALA PIN 133203 133203 | MULLANA | AMBALA | HARYANA | 133203 | ₹4.3 Cr+₹45.8 L (11.9%) | 3 | Rejected-Finance L3 |
Tender Value
₹4.4 Cr
EMD Value
₹8.8 L
Closing Date
8 Jul 2025, 5:00 pmClosed
AMIT MALIK
PD Naraingarh
Providing widening and strengthening of 7 Nos. various roads under PSD Sadhaura (Sadhaura Constituency) in Yamuna Nagar Distt. (ID 751, 753, 754, 756, 774, 775, 12325) (Work programme 2025-26) G-II
2025_HRY_455296_1
2025A8DF00F4 AD2C 42E3 BD51 B5BA0E9FE867617BAR
Open Tender
Civil Works
Works
180 days
BHAMNAULI MUZAFAT ROHALHERI RANIPUR KUREWALA
Roads
2 documents required · 2 mandatory
₹15,000
₹8.8 L
Yes
15 Sept 2025
28 Jun 2025
9 Jul 2025
28 Jun 2025
8 Jul 2025
28 Jun 2025
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 | [10.36]Brick on end in soil/edging in required pattern with bricks of class designation [Through Rate] | 16,900 | Running Metre | 54 | ₹9,12,600 |
| 2 | [14.23.1]Cement pointing 1:2 on lining 1. In bed. [Through Rate] | 1,875.65 | Sqm | 30 | ₹56,269.5 |
| 3 | [17.15.1]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 1. Grading I material [Through Rate] | 2,753.55 | cum | 946.78 | ₹26,07,006.07 |
| 4 | [17.23.1]Water Bound Macadam Grading - II 1. Water Bound Macadam (63mm to 45 mm) Grading I with screening Type “A” (13.2 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 [Through Rate] | 3,392.5 | cum | 1,160.89 | ₹39,38,319.33 |
| 5 | [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 [Through Rate] | 6,593.07 | cum | 1,219.98 | ₹80,43,413.54 |
| 6 | [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] | 47,493.88 | Sqm | 19.11 | ₹9,07,608.05 |
| 7 | [17.32.3]Surface Dressing Providing and laying surface dressing as wearing course in single coat using crushed stone aggregates of specified size on a layer of bituminous binder VG - 10 laid on prepared surface and rolling with 8-10 tonne smooth wheeled steel roller complete as per technical clause 509 of MORT&H specifications 3. 13 mm nominal size chipping with Bitumen [Through Rate] | 47,493.88 | Sqm | 68.84 | ₹32,69,478.7 |
| 8 | [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. [Through Rate] | 47,493.88 | Sqm | 115.6 | ₹54,90,292.53 |
| 9 | [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. [Through Rate] | 47,493.88 | Sqm | 46.92 | ₹22,28,412.85 |
| 10 | [17.43.2]Laying of recycled Bituminous Pavement with Central Recycling Plant upto 75mm 2. Milling on Bituminous surface: Dismantling of existing damaged Bitumen surface by cold Milling Machine up to any depth and hauling the milled material up to any lead and stacking at nearest recycling Plant site. [Through Rate] | 1,038.34 | cum | 403 | ₹4,18,451.02 |
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