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| # | Company | Quoted % | Amount | Rank | Status |
|---|---|---|---|---|---|
| 1 | L1₹18.8 LAdmitted-Finance CIVIL LINE MORCHAGHAR CIVIL LINE MORCHAGHAR MIRZAPUR MIRZAPUR MIRZAPUR UTTAR PRADESH 231001 UDYAM UP 57 0003195 | MIRZAPUR | UTTAR PRADESH | 231001 | -23.07% | ₹18.8 L | L1 | Admitted-Finance |
| 2 | L2₹19.3 L+₹48,196.71 (2.56%)Admitted-Finance HOUSE NO 35 EAST DURGA NAGAR AMBALA CITY | -21.10% | ₹19.3 L+₹48,196.71 (2.56%) | L2 | Admitted-Finance |
| 3 | L3₹22.0 L+₹3.2 L (17.1%)Admitted-Finance C O SH YASHU GUPTA SCF 51 HARMILAP NAGAR BALTANA MOHALLI | -9.90% | ₹22.0 L+₹3.2 L (17.1%) | L3 | Admitted-Finance |
| 4 | L4₹24.1 L+₹5.3 L (28.0%)Admitted-Finance BOOTH NO 33 SAMDHU STREET STREET 23 DEPARTMENTAL STORE SECTOR 23 | PANCHKULA | PANCHKULA | HARYANA | -1.50% | ₹24.1 L+₹5.3 L (28.0%) | L4 | Admitted-Finance |
| 5 | Not Admitted-Fee/PreQual/Technical 491 28 4TH FLOOR TOWNE CENTRE MALL BEHIND D PARK MODEL TOWN NEAR POLICE CHOWKI ROHTAK 124001 | ROHTAK | HARYANA | 124001 | - | - | - | Not Admitted-Fee/PreQual/Technical Not Complied with technical specification |
Tender Value
₹24.5 L
EMD Value
₹48,950
Closing Date
7 Sept 2026, 12:00 pmClosed
Arvind
DIV 2 Panchkula
Patch work with 50mm DBM and 30mm thick BC for 60mtr road Sector 1 and 3, MDC, Panchkula (A/mtc of roads in Sector 1 to 6, MDC, Panchkula)
2026_HBC_544466_1
2026A706B316 ED9E 4725 8A03 8EE079F2BFF1270HSV
Open Tender
Civil Works
Works
60 days
Panchkula
2 documents required · 2 mandatory
₹1,000
₹48,950
Yes
15 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 2026
7 Sept 2026
31 Aug 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 | [17.24]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 | 60 | cum | 1,174 | ₹70,440 |
| 2 | [17.25.1]Prime Coat @ 0.85kg per sqm 1. Prime Coat @ 0.60kg 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 0.60 kg/sqm using mechanical means as per technical clause 503 of MORT&H specifications | 400 | Sqm | 38 | ₹15,200 |
| 3 | [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 | 6,000 | Sqm | 26 | ₹1,56,000 |
| 4 | [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. | 60 | cum | 9,773 | ₹5,86,380 |
| 5 | [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. | 118.11 | cum | 11,834 | ₹13,97,713.74 |
| 6 | [17.51]Patch work Seal coat Type B 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. | 4,800 | Sqm | 46 | ₹2,20,800 |
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