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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹49.8 LAccepted-AOC | ₹49.8 L Quoted ₹58.2 L | L1 | Accepted-AOC L1 |
| 2 | L2₹64.6 LRejected-Finance GRAM HUSAINABAD BHANWARA MUZAFFARNAGAR UTTAR PRADESH | MUZAFFARNAGAR | UTTAR PRADESH | ₹64.6 L | L2 | Rejected-Finance L2 |
| 3 | L3₹66.0 LRejected-Finance NEAR BAGITTA NURSING HOME DISTRICT SHAMLI | SHAMLI | SHAMLI | UTTAR PRADESH | ₹66.0 L | L3 | Rejected-Finance L3 |
| 4 | L4₹67.0 LRejected-Finance | ₹67.0 L | L4 | Rejected-Finance l4 |
Tender Value
₹81 L
EMD Value
₹6.0 L
Closing Date
24 Mar 2026, 4:00 pmClosed
se pwd saharanpur
se pwd saharanpur
New construction work at Malkapur to Kandhla Road in Distt. Shamli in. F.Y. 2025-26
2026_CEMRT_1127637_1
1481/25MS-S/2026 Date 27-02-2026
Open Tender
Civil Works
shamli
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹6.0 L
10 Jun 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 |
|---|---|---|---|---|---|
| 1Excavation 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 taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. | |||||
| 2Construction 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 I/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. | |||||
| 3Providing, 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. I/c all taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. | |||||
| 4Providing, laying, spreading and compacting stone aggregates of specific sizes 53 mm to 22.4 mm to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. I/c all taxes, Labour cess, levy, toll fee, royalty, cost of bitumen, Contractor Profit but excluding GST. | |||||
| 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.SI No. 4 Ch. 4 I/c all taxes, Labour cess, levy, toll fee, royalty, cost of bitumen, Contractor Profit but excluding GST. | |||||
| 6Providing and applying tack coat with bitumen VG-10 using bitumen distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface with hydralic broom as per technical specificaton clause 503. I/c all taxes, Labour cess, levy, toll fee, royalty, cost of bitumen, Contractor Profit but excluding GST. | |||||
| 7Providing, 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. as per technical specificaton clause 508. I/c all taxes, Labour cess, levy, toll fee, royalty, cost of bitumen, Contractor Profit but excluding GST. | |||||
| 8Providing 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 510A I/c all taxes, Labour cess, levy, toll fee, royalty, cost of bitumen, Contractor Profit but excluding GST. | |||||
| 9Construction of un-reinforced, dowel jointed at expansion and construction joint only, plain cement concrete pavement, thickness as per design, over a prepared sub base, with 43 grade cement or any other type as per Clause 1501.2.2 M30 (Grade), coarse and fine aggregates conforming to IS:383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a concrete mixer of not less than 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (steel channel, laying and fixing of 125 micron thick polythene film, wedges, steel plates including levelling the formwork as per drawing), spreading the concrete with shovels, rakes, compacted using needle, screed and plate vibrators and finished in continuous operation including provision of contraction and expansion, construction joints, applying debonding strips, primer, sealant, dowel bars, near approaches to bridge/culvert and construction joints, admixtures as approved, curing of concrete slabs for 14-days, using curing compound (where specified) and water finishing to lines and grade as per drawing and Technical Specification Clause 1501 I/c all taxes, Labour cess, levy, toll fee, royalty, cost of bitumen emulsion, Contractor Profit but excluding GST. | |||||
| 10Construction 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 taxes, Labour cess, levy, toll fee, royalty, Contractor Profit but excluding GST. | |||||
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