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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹58.4 LAccepted-AOC | ₹58.4 L Quoted ₹58.5 L | L1 | Accepted-AOC L1 |
| 2 | L2₹62.6 LRejected-AOC 610 3 KURUKSHETRA | KURUKSHETRA | HARYANA | 136030 | ₹62.6 L | L2 | Rejected-AOC L2 |
| 3 | L3₹68.9 LRejected-AOC | ₹68.9 L | L3 | Rejected-AOC L3 |
| 4 | L4₹77.4 LRejected-AOC H NO 12 18 BAGATPURA OLD DC ROAD SONEPAT 131001 | SONEPAT | SONIPAT | HARYANA | 131001 | ₹77.4 L | L4 | Rejected-AOC L4 |
| 5 | Not Admitted-Fee/PreQual/Technical NOT SPECIFIED | - | - | Not Admitted-Fee/PreQual/Technical Others-Not executed similar nature work and turnover not attached with documents. |
Tender Value
₹81.2 L
EMD Value
₹1.6 L
Closing Date
14 Apr 2026, 5:00 pmClosed
Jagmal
DIV Panipat
CONSTRUCTION OF ROADS WITH IPB AND PROVIDING PUBLIC HEALTH SERVICES SECTOR-8 PANIPAT.
2026_HBC_513105_1
202644C37035 34D9 4FE2 9092 7BF61BE8CD05241HSV
Open Tender
Civil Works
150 days
Panipat
2 documents required · 2 mandatory
₹2,000
₹1.6 L
Yes
9 Jun 2026
6 Apr 2026
15 Apr 2026
6 Apr 2026
14 Apr 2026
6 Apr 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 | Item Code |
|---|---|---|---|---|---|---|
| 1 | [11.14]15 mm cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement on the rough side of single or half brick wall. [Through Rate] | 1 | Sqm | - | - | BI01010001010000000000000515BI0100001113 |
| 2 | [11.69.2]Applying priming coats with primer of approved brand and manufacture, having low VOC (Volatile Organic Compound ) content. 2. With water thinnable cement primer on wall surface having VOC content less than 50 grams/litre [Through Rate] | - | Sqm | - | - | BI01010001010000000000000515BI0100001114 |
| 3 | [11.78]Painting two coats excluding priming coat with synthetic enamel paint in all shades on new wood work or metallic or plastered or concrete surfaces to give an even shade. [Through Rate] | - | Sqm | - | - | BI01010001010000000000000515BI0100001115 |
| 4 | [11.8.1]12 mm cement plaster of mix : 1. 1:4 (1 cement: 4 coarse sand) [Through Rate] | - | Sqm | - | - | BI01010001010000000000000515BI0100001116 |
| 5 | [17.1]Clearing grass and removal of rubbish up to a distance of 50 metres outside the periphery of the area, as per technical clause 201 of MORTandH specifications. By Manual Means [Through Rate] | - | Hectare | - | - | BI01010001010000000000000515BI0100001117 |
| 6 | [17.14.2]Granular Sub-Base with Close Graded Material - (Table:- 400-1) Plant mix method
Construction of granular sub-base by providing Material as per Grading III (Table 400-I of MORTandH 5th revision) mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per technical clause 401 of MORTandH specifications 2. Grading II material [Through Rate] | - | cum | - | - | BI01010001010000000000000515BI0100001118 |
| 7 | [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] | - | cum | - | - | BI01010001010000000000000515BI0100001119 |
| 8 | [17.5.3]Compacting Original Ground 3. Compaction of Earthwork
Compaction of & preparation of sub grade including loosening, levelling of earth 225 mm thick top layer, rough dressing of soil, final dressing of earth to give level, camber, watering, rolling with road roller, compacting the bed to achieve minimum dry density as given in the Table 3000-2 as per technical clause 305 of MORT&H specifications [Through Rate] | - | Sqm | - | - | BI01010001010000000000000515BI0100001120 |
| 9 | [17.6]Construction of Embankment with Material obtained from Borrow pits NA Construction of Embankment CBR 8% (for new road/ raising/ berms/ etc.) with approved material obtained from borrow pits, including compensation of earth with all lead and lift transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2, as per technical clause 305 of MORT&H specifications. [Through Rate] | - | cum | - | - | BI01010001010000000000000515BI0100001121 |
| 10 | [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. [Through Rate] | - | Sqm | - | - | BI01010001010000000000000515BI0100001122 |
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