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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹14.2 LAccepted-AOC | ₹14.2 L | L1 | Accepted-AOC ok |
| 2 | L2₹15.3 L+₹1.1 L (7.47%)Rejected-Finance 309 NEAR SHIV MANDIR MUNDH ASSANDH KARNAL 132039 | KARNAL | KARNAL | HARYANA | 132039 | ₹15.3 L+₹1.1 L (7.47%) | L2 | Rejected-Finance L2 |
| 3 | L3₹16.0 L+₹1.7 L (12.1%)Rejected-Finance | ₹16.0 L+₹1.7 L (12.1%) | L3 | Rejected-Finance L3 |
| 4 | L4₹16.0 L+₹1.7 L (12.2%)Rejected-Finance | ₹16.0 L+₹1.7 L (12.2%) | L4 | Rejected-Finance L4 |
| 5 | L5₹17.0 L+₹2.7 L (19.2%)Rejected-Finance NEAR GOVT SCHOOL MEGHA MAJRA KURUKSHETRA 136130 | KURUKSHETRA | KURUKSHETRA | HARYANA | 136130 | ₹17.0 L+₹2.7 L (19.2%) | L5 | Rejected-Finance L5 |
Tender Value
₹17.8 L
EMD Value
₹35,600
Closing Date
7 Sept 2026, 11:00 amClosed
SANDEEP KUMAR
SYL W.S. Divn. Ambala
Making pathway from Hisar Road to Gandha Nallah Pump house
2026_HRY_544647_1
2026413E7359 5836 4D53 8F6F EB110B4EBE35143IRR
Open Tender
Civil Works
Works
90 days
NAGGAL
2 documents required · 2 mandatory
₹1,000
₹35,600
Yes
16 Sept 2026
1 Sept 2026
7 Sept 2026
1 Sept 2026
7 Sept 2026
1 Sept 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 | [17.13]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 | 137.59 | cum | 1,094 | ₹1,50,527.84 |
| 2 | [17.22.1]Water Bound Macadam Gr I 1. Water Bound Macadam Grading I (without screenings for low volume roads (undesignated)
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 | 137.59 | cum | 1,038 | ₹1,42,822.57 |
| 3 | [17.69.2]Interlocking Concrete Block Pavement 2. Providing and Laying 80 mm thick ISI marked Interlocking Paver Blocks conforming to IS 15658:2006/IRC SP 63: 2004 of all shapes and colours in design mix cement M 40 over the bed of 30 mm thick fine sand complete in all respect. | 990.6 | Sqm | 655 | ₹6,48,843 |
| 4 | [4.33]Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to any lead and lifts including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete. | 526.6 | cum | 138 | ₹72,671.21 |
| 5 | [6.1.2]Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work below plinth level and up to Floor IV level: 2. 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 20 mm nominal size) | 41.93 | cum | 3,476 | ₹1,45,734.78 |
| 6 | [6.29.1]Centering and shuttering including strutting, propping etc. and removal of form work for : 1. Foundations, footings, bases for columns | 61.04 | Sqm | 155 | ₹9,460.43 |
| 7 | [7.21.1]Brick work with common burnt clay non-modular bricks of class designation 10.5 in foundation and plinth in: 1. Cement mortar 1:4 (1 cement : 4 coarse sand) | 147.4 | cum | 4,128 | ₹6,08,471.33 |
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