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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.3 LAccepted-AOC 328 KELALPUR TEHSIL SADAR MUZAFFARNAGAR | MUZAFFARNAGAR | MUZAFFARNAGAR | UTTAR PRADESH | ₹68.3 L | L1 | Accepted-AOC L1 |
| 2 | L2₹71.8 LRejected-Finance | ₹71.8 L | L2 | Rejected-Finance L2 |
Tender Value
₹78.5 L
EMD Value
₹5.9 L
Closing Date
17 Mar 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Kudda Tanki to Village Kolaheri Link Road in Distt Muzaffarnagar.
2026_CEMRT_1124272_6
1501/28MS-S/2026 Date 27-02-2026
Open Tender
Civil Works
muzaffarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹5.9 L
13 Apr 2026
12 Mar 2026
17 Mar 2026
12 Mar 2026
17 Mar 2026
12 Mar 2026
Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1 I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401
Providing, laying and spreading Material on a prepared sub grade, addingh cement (OPC) @ 2% by weight to the spread Material manually mixing in place with rotavator and compacting with road roller at OCM to achieve the desired unconfined compressive strength and to form a layer of sub-base.
Providing, laying and spreading Material on a prepared sub base, addingh cement (OPC) @ 4% by weight to the spread Material manually mixing in place with rotavator and compacting with road roller at OCM to achieve the desired unconfined compressive strength and to form a layer of base.
Brick lining on both side of the road of M-150 bricks 7 cm. wide. 11 cm. deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth as directed by the Engineer-in-charge. As per New SOR Ch. 4 Item No. 4
Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.60 kg/sqm using mechanical means as per Technical Specification Clause 502
Providing and applying tack coat with Bitumen VG-10 using bitumen distributor at the rate of 0.30 kg per sqm on the prepared dry and hungry bituminous surface cleaned with Hydraulic broom as per Technical Specification Clause 503.
20mm thick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates either using penetration grade bitumen or emulsion to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant, laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades to be followed by seal coat of either Type C as per Technical Specification Clause 508. Case - I (I) Bitumen
Seal Coat Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510 A. Case - III : Type C (I) Bitumen
Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross-sections, and transporting to the embankment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3 I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Providing concrete for plain/reinforced concrete in (P.C.C grade M 10)(1:3:6) open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Brick masonry work in 1:3 cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Providing and laying reinforced cement concrete pipe NP3 (600 mm dia) for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106.. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Plastering with cement mortar (1:4), 12 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
Plain/reinforced cement concrete (P.C.C grade M 20) in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. I/c all cess, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST.
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