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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.6 LAccepted-AOC | ₹1.6 L | L1 | Accepted-AOC L1 |
| 2 | L2₹1.6 LRejected-AOC H NO 136 SUBHASH NAGAR TEHSIL CAMP PANIPAT HARYANA 132103 | PANIPAT | PANIPAT | HARYANA | 132103 | ₹1.6 L | L2 | Rejected-AOC L2 |
| Sl No | Description | Qty | Unit | CHIRAG WADHWA L2 | J.P. Rathee Construction L1 |
|---|---|---|---|---|---|
| 1.00 | Hiring of 1 No. 1 HP dewatering pumpset alongwith operation and safety equipments with all accessories complete in all respect. | 12 | Per Day | 1,560 ₹18,720 | 1,400 ₹16,800 |
Tender Value
₹1.6 L
EMD Value
₹3,200
Closing Date
24 Mar 2026, 5:00 pmClosed
Jagmal
DIV Panipat
B03)-A/mtc. of roads in Sector-7, U/E, Panipat-Construction of road with GSB and WMM and repairing road with IPB infront of plot No. 405 to Dera in Sector-7 Panipat.
2026_HBC_508769_1
202618B62EC9 4F51 4D74 9FCC 7FEE80CA6995241HSV
Open Tender
Civil Works
30 days
Panipat
2 documents required · 2 mandatory
₹250
₹3,200
Yes
1 Apr 2026
17 Mar 2026
25 Mar 2026
17 Mar 2026
24 Mar 2026
17 Mar 2026
Hiring of 1 No. 1 HP dewatering pumpset alongwith operation and safety equipments with all accessories complete in all respect.
Percentage BoQ
BoQ_Ver3.0
Name of the Bidder/ Bidding Firm / Company :
PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )
NUMBER #
[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
[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
[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
[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.
[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.
[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)
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