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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹1.2 CrAccepted-AOC | ₹1.2 Cr Quoted ₹1.7 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹1.7 CrRejected-Finance 16 B SHIV ENCLAVE COLONY ROORKEE ROAD LAWAR ROAD MEERUT | ₹1.7 Cr | L2 | Rejected-Finance L2 |
| 3 | L3₹1.8 CrRejected-Finance 382 GRAM EVAM POST FUJANA MUZAFFARNAGAR | MUZAFFARNAGAR | MUZAFFARNAGAR | UTTAR PRADESH | ₹1.8 Cr | L3 | Rejected-Finance L3 |
| 4 | L4₹1.9 CrRejected-Finance | ₹1.9 Cr | L4 | Rejected-Finance L4 |
| 5 | L5₹2.0 CrRejected-Finance NEAR BAGITTA NURSING HOME DISTRICT SHAMLI | SHAMLI | SHAMLI | UTTAR PRADESH | ₹2.0 Cr | L5 | Rejected-Finance L5 |
Tender Value
₹2.5 Cr
EMD Value
₹14.7 L
Closing Date
30 Apr 2026, 2:00 pmClosed
se pwd saharanpur
se pwd saharanpur
Special repair work from Km 10 of Shahpur Basi Bhaurakalan Road (other district road) to Mohammadpur Raisingh via Gadhi Nauabad, Km 2 and Km 3 (430) of Baharamgarh.
2026_CEMRT_1141374_1
1915/24MS-S/2026 Date 19-03-2026
Open Tender
Civil Works
muzaffarnagar
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹14.7 L
10 Jun 2026
24 Apr 2026
30 Apr 2026
24 Apr 2026
30 Apr 2026
24 Apr 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 |
|---|---|---|---|---|---|
| 1 | Dismantling Brick / Tile work/ rubble masonary/ pitching/ etc.and disposal of dismantled materials up to a lead of 1000 metres By Mechanical Means. (Excluding G.S.T.) | - | Cum | - | - |
Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Excluding G.S.T.) | - | Cum | - | - | |
Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader/tractor mounted appropriate equipment on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specificatin Clause 401.(For Grading I Material). (Excluding G.S.T.) | - | Cum | - | - | |
Providing, laying, spreading and compacting stone aggregates of specific sizes to Water Bound Macadam Sub-base/Base (WBM Grading 3) specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405 (By Mechanical Means') .(Excluding G.S.T.) | - | Cum | - | - | |
Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with approved grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing. (Excluding G.S.T.) | - | Cum | - | - | |
Excavation for roadwork in soil with hydraulic excavator 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 within all lifts and lead upto 1000m. (Excluding G.S.T.) | - | Cum | - | - | |
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. (Excluding G.S.T.) | - | Cum | - | - | |
Reinforced Cement Concrete (RCC Grade M15) in Open Foundation complete as per Drawing and Technical Specifications. (Excluding G.S.T.) | - | Cum | - | - | |
Reinforced Cement Concrete (RCC Grade M20) in Open Foundation complete as per Drawing and Technical Specifications for Drain Cover. (Excluding G.S.T.) | - | Cum | - | - | |
Supplying, fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications (Excluding G.S.T.) | - | Quntal | - | - |
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