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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹31.7 LAccepted-AOC | ₹31.7 L | L1 | Accepted-AOC L1 |
| 2 | L2₹33.5 LRejected-Finance | ₹33.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹34.1 LRejected-Finance MOHALLA NAND PRASAD DISTRICT SHAMLI | SHAMLI | UTTAR PRADESH | ₹34.1 L | L3 | Rejected-Finance L3 |
| 4 | L4₹35.7 LRejected-Finance 7 HARIVANDAN CITY JANSATH ROAD MUZAFFARNAGAR | ₹35.7 L | L4 | Rejected-Finance L4 |
Tender Value
₹41.5 L
EMD Value
₹4.1 L
Closing Date
24 Mar 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Muzaffarnagar Jolly Rd Km 6 to Sardaro ke Dera Road in Distt. Muzaffarnagar.
2026_CEMRT_1124272_10
1501/28MS-S/2026 Date 27-02-2026
Open Tender
Civil Works
muzaffarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹4.1 L
5 May 2026
19 Mar 2026
24 Mar 2026
19 Mar 2026
24 Mar 2026
19 Mar 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 |
|---|---|---|---|---|---|
| 1Construction 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. | |||||
| 2Construction of granular sub-base by providing Close 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 | |||||
| 3Providing, 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. | |||||
| 4Providing, 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. | |||||
| 5Brick 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 | |||||
| 6Providing 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 | |||||
| 7Providing 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. | |||||
| 820mm 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 By Manual Means (I) Bitumen | |||||
| 9Seal 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. By Manual Means Case - III : Type C (I) Bitumen | |||||
| 10Excavation 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. | |||||
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