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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹42.4 LAccepted-AOC 610 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | ₹42.4 L Quoted ₹42.5 L | L1 | Accepted-AOC wa |
| 2 | L2₹44.5 L+₹2.0 L (4.78%)Rejected-AOC DIV AMBALA CITY OFFICE DIV AMBALA | ₹44.5 L+₹2.0 L (4.78%) | L2 | Rejected-AOC wna |
| 3 | L3₹45.4 L+₹2.9 L (6.83%)Rejected-AOC H NO 57 SECTOR 13 URBAN ESTATE KARNAL HARYANA 132001 | KARNAL | KARNAL | HARYANA | 132001 | ₹45.4 L+₹2.9 L (6.83%) | L3 | Rejected-AOC wna |
Tender Value
₹50.0 L
EMD Value
₹1 L
Closing Date
11 May 2026, 3:00 pmClosed
DHARAM VIR
DIV Karnal
Construction of Storm Water Brick Drain, Construction of Restoration of Road cut and constn. of Road Gully chamber
2026_HBC_519293_1
2026C3A3F289 4A6D 4236 B20D F23C2B570061240HSV
Open Tender
Civil Works
Works
90 days
Karnal
2 documents required · 2 mandatory
₹1,000
₹1 L
Yes
3 Aug 2026
4 May 2026
12 May 2026
4 May 2026
11 May 2026
4 May 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 | [10.100.2]Cement Concrete 1:8:16 Flooring 2. Cement Concrete 1:8:16 with stone aggregate 40 mm size in foundation and plinth. [Through Rate] | 4.01 | cum | 1,863 | ₹7,470.63 |
| 2 | [10.7]Providing and laying of conglomerate floor 50mm thick cement concrete topping 1:2:4 [Through Rate] | 288 | Sqm | 216 | ₹62,208 |
| 3 | [11.5.1]12 mm cement plaster of mix : 1. 1:2 (1 cement: 2 fine sand) [Through Rate] | 1,008 | Sqm | 139 | ₹1,40,112 |
| 4 | [11.6.1]15 mm cement plaster on the rough side of single or half brick wall of mix : 1. 1:4 (1 cement: 4 fine sand) [Through Rate] | 92.06 | Sqm | 138 | ₹12,704.28 |
| 5 | [13.29.2]Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. 2. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works [Through Rate] | 400 | Kg. | 83 | ₹33,200 |
| 6 | [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 [Through Rate] | 22.5 | cum | 1,174 | ₹26,415 |
| 7 | [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] | 90 | Sqm | 38 | ₹3,420 |
| 8 | [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] | 90 | Sqm | 16 | ₹1,440 |
| 9 | [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] | 4.5 | cum | 6,655 | ₹29,947.5 |
| 10 | [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] | 3.6 | cum | 7,749 | ₹27,896.4 |
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