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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.0 LAccepted-AOC WARD 04 TOWN SIWALKHAS BAGHPAT ROAD MEERUT | ₹28.0 L | L1 | Accepted-AOC L1 Lowest bid Accepted and L2 Highest bid Rejected |
| 2 | L2₹30.5 LRejected-Finance 183 BHARMPURI MEERUT | ₹30.5 L | L2 | Rejected-Finance L2 |
| 3 | L3₹31.5 LRejected-Finance | ₹31.5 L | L3 | Rejected-Finance L3 |
| 4 | L4₹32.5 LRejected-Finance G P G F 210 ANSAL MEERUT | MEERUT | UTTAR PRADESH | 245206 | ₹32.5 L | L4 | Rejected-Finance L4 |
| 5 | L5₹32.9 LRejected-Finance 579 PHOOLBAGH COLONY SURAJ KUND ROAD MEERUT | ₹32.9 L | L5 | Rejected-Finance L5 |
Tender Value
₹42.6 L
EMD Value
₹4.1 L
Closing Date
8 Apr 2026, 4:00 pmClosed
SE MEERUT CIRCLE PWD MEERUT
SE MEERUT CIRCLE PWD MEERUT
Special repair work of the road from Hapur Kithor road to Bhojpur via Babanpura Khaspur Kharkhauda Uldhan
2026_CEMRT_1132930_2
4809/11Cashier-MC PD Meerut Dt 04-10-25
Open Tender
Civil Works - Roads
60 days
EE PD PWD MEERUT
CLASS A,B,C
3 documents required · 3 mandatory
₹2,714
₹4.1 L
SE MEERUT CIRCLE PWD MEERUT
30 Apr 2026
3 Apr 2026
8 Apr 2026
3 Apr 2026
8 Apr 2026
3 Apr 2026
3 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 | Construction 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. For grading-I Material | - | cum | - | - |
| 2 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in unform single layer on sub-base /subgrade and compacting with the road roller to achieve the desire density. | - | cum | - | - |
| 3 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 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 | - | cum | - | - |
| 4 | M-150 Brick on edge pavement on parties with bricks, laid dry joints filled with local sand including preparation of base to proper slope, and its ramming, spreading layer of 1 cm. (3/8") depth of local sand over the subgrade and including supply of all materials, labour Tools &plants etc. required for proper completion of the work. | - | sqm | - | - |
| 5 | Construction of Embankment with Material obtained from Borrowpits construction of embankment with approved material obtained from borrow pits with all lifts and lead up to 2 km distance, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.Rates are including all labour, material, T&P, taxes & labour cess but excluding GST. | - | cum | - | - |
| 6 | 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 . | - | cum | - | - |
| 7 | 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. | - | cum | - | - |
| 8 | RCC Grade M20 using batching plant transit mixer & manual placing | - | cum | - | - |
| 9 | Supplying, fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and Technical Specifications | - | Qtl | - | - |
| 10 | Laying of hume pipe in position ( Labor only) including labour and T & P etc. required for completion of the work. ( SI No. 10.27) | - | RM | - | - |
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