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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹78.1 LAccepted-AOC | 1 | Accepted-AOC L1 | |
| 2 | 2₹84.4 L+₹6.3 L (8.05%)Rejected-Finance M C SONEPAT | SONIPAT | HARYANA | 131001 | 2 | Rejected-Finance L2 | |
| 3 | 3₹87.8 L+₹9.7 L (12.4%)Rejected-Finance PANIPAT URBAN AREA | PANIPAT | PANIPAT | HARYANA | 3 | Rejected-Finance L3 | |
| 4 | 4₹88.9 L+₹10.8 L (13.8%)Rejected-Finance H NO 2338 NEW HOUSING BOARD COLONY SECTOR 12 HUDA PANIPAT HARYANA 132103 | PANIPAT | HARYANA | 132103 | 4 | Rejected-Finance L4 | |
| 5 | 5₹92.4 L+₹14.2 L (18.2%)Rejected-Finance 1963 SECTOR 13 17 PANIPAT 1963 H B C SECTOR 13 17 PANIPAT 132103 | PANIPAT | HARYANA | 132103 | 5 | Rejected-Finance L5 |
Tender Value
₹95.9 L
EMD Value
₹1.9 L
Closing Date
3 Feb 2025, 3:00 pmClosed
Rahul Poonia
Municipal Corporation Panipat
Providing and laying of RCC NP-3 sewer line in Kashyap Colony Ward No. 21 under MC Panipat(Rural)
2025_HRY_424872_1
2025EFAA3F9A 2BA1 47F1 B11A F675A701EECB286ULB
Open Tender
Civil Works
Works
210 days
Panipat
2 documents required · 2 mandatory
₹5,000
₹1.9 L
Yes
Municipal Corporation Panipat Tau Devilal Complex
10 Jun 2025
20 Jan 2025
3 Feb 2025
20 Jan 2025
3 Feb 2025
20 Jan 2025
23 Jan 2025
Amount
`Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1200 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 Km. The work includes : - * Laying of plain cement concrete 1:3:6(1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. * Laying of RCC base slab with M-30 Concrete * Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. * Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. * RCC top slab with M-30 concrete and Providing and Fixing (P and F) of 560 mm SFRC Extra Heavy Duty (EHD - 35) manhole cover and frame as per IS:12592 and as per specifications to with stand for class AA loading. * Steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths:` For pipe size 350-600 mm dia Depth from 1.30 m to 2.09 m
`Construction of cast-in-situ RCC M-30 grade circular manhole chamber of 1500 mm internal diameter including required excavation of earth in all types of soils such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar etc, disposing of surplus excavated material within a lead of 1.00 km. The work includes : - * Laying of plain cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) bedding in foundation. * Laying of RCC base slab with M-30 Concrete * Providing and laying of plain cement concrete 1:2:4 (1 cement: 2 coarse sand : 4 graded stone aggregate ) in channel and benching. * Circular starter M-30 base wall up to 50 mm above outer dia. of sewer pipe and vertical wall in conjective standard size 300 mm high rings. * RCC top slab with M-30 concrete and P and F of 560 mm SFRC Extra Heavy Duty (EHD - 35) manhole cover and frame as per IS:12592 and as per specifications to with-stand for class AA loading. * Providing and Fixing (P and F) steel bar embedded plastic steps of size 263 mm X165 mm of orange colour confirming to IS specifications and sealing of all joints with cement mortar 1:1. Complete job as per detailed specifications, drawings and directions of Engineer-In charge, for following average Invert depths:` Depth from 2.1 m to 4.43 m
`Providing, lowering, cutting, jointing and testing RCC pipe class-NP3 as per IS 458-2003 with Spigot and scoketted joints with rubber rings ISI marked, antiternmite as required at site, into trenches, for all-depths and laying out he same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 1/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc including cartage loading and unloading alongwith cost of jointing material complete in all respects. The RCC pipes shall be provided with HDPE lining as per specification, drawings and directions of Engineer-in-charge` for 500 mm i/d
`Providing, lowering, cutting, jointing and testing RCC pipe class-NP3 as per IS 458-2003 with Spigot and scoketted joints with rubber rings ISI marked, antiternmite as required at site, into trenches, for all-depths and laying out he same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 1/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc including cartage loading and unloading alongwith cost of jointing material complete in all respects. The RCC pipes shall be provided with HDPE lining as per specification, drawings and directions of Engineer-in-charge` for 600 mm i/d
`Providing, lowering, cutting, jointing and testing RCC pipe class-NP3 as per IS 458-2003 with Spigot and scoketted joints with rubber rings ISI marked, antiternmite as required at site, into trenches, for all-depths and laying out he same to correct alignment, gridients and levels including dressing and trimming and cutting of concrete beds and sides of trenches, if required, jointing with rubber rings in trenches and jointing with 1:1 1/2 cement sand mortar and with end dowels filled with 1:1 1/2 cement sand mortar and finishing the joints at an angle of 45 degree with faces of spigot of socket joints cutting and finishing the cut surface to a uniform finish etc including cartage loading and unloading alongwith cost of jointing material complete in all respects. The RCC pipes shall be provided with HDPE lining as per specification, drawings and directions of Engineer-in-charge` for 700 mm i/d
Bidder Name
Amount
the ridhi sidhi co operative labour and const society (GSTN-06AAHAT3304Q1Z6) BID ID -1210898
The Sikender Co-op L and C society Ltd (GSTN-06AAHAT7101M1ZB) BID ID -1210262
SHUBHAM AND COMPANY (GSTN-NA) BID ID -1211094
shivaayconstructioncompany (GSTN-NA) BID ID -1210774
M/S SHAKUNTLAM ELECTORCARE (GSTN-NA) BID ID -1210853
The Sikender Co-op L and C society Ltd (BID ID -1210262)
M/S SHAKUNTLAM ELECTORCARE (BID ID -1210853)
the ridhi sidhi co operative labour and const society (BID ID -1210898)
SHUBHAM AND COMPANY (BID ID -1211094)
the ridhi sidhi co operative labour and const society (BID ID -1210898)
The Sikender Co-op L and C society Ltd (BID ID -1210262)
M/S SHAKUNTLAM ELECTORCARE (BID ID -1210853)
shivaayconstructioncompany (BID ID -1210774)
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