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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-AOC FLAT NO 83 AKASH PURAM VISTAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹4.3 Cr Quoted ₹5.0 Cr | L1 | Accepted-AOC Accepted being lowest |
| 2 | L2₹5.1 CrRejected-Finance ALIGARH UTTAR PRADESH | ALIGARH | UTTAR PRADESH | 202001 | ₹5.1 Cr | L2 | Rejected-Finance Being Higher |
| Sl No | Description | Qty | Unit | AM BUILDERS AND INFRASTRUCTURES PRIVATE LIMITED L1 | S F INFRA PROJECTS L2 |
|---|---|---|---|---|---|
| 1.00 | Dismentaling of interlocking tiles and stacking of dismentaled tiles at site required for proper completion of the work as directed by E/I. | 367.5 | Sqm | 11.82 ₹4,343.85 | 140 ₹51,450 |
| 2.00 | Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 | 1,385 | Cum | 4,312.55 ₹59.7 L | 4,515 ₹62.5 L |
| 3.00 | Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing. | 1,194.38 | Cum | 5,415.3 ₹64.7 L | 5,200 ₹62.1 L |
| 4.00 | 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 | 3,702 | Cum | 8,989.4 ₹3.3 Cr | 9,100 ₹3.4 Cr |
| 5.00 | Relaying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Clause 1504. | 2,572 | Sqm | 143.75 ₹3.7 L | 149 ₹3.8 L |
| 6.00 | Providing & Laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Clause 1504. | 1,102 | Sqm | 988.54 ₹10.9 L | 1,000 ₹11.0 L |
| 7.00 | Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. | 367.5 | Cum | 97.48 ₹35,823.90 | 115 ₹42,262.50 |
| 8.00 | 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. | 73.5 | Cum | 6,212.83 ₹4.6 L | 6,300 ₹4.6 L |
| 9.00 | M-20 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and as per MORT&H Specification Clause 1500, 1700 & 2100. | 220.5 | Cum | 7,297.86 ₹16.1 L | 7,400 ₹16.3 L |
| 10.00 | Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications. | 132.3 | Qtl | 7,187.58 ₹9.5 L | 8,850 ₹11.7 L |
Tender Value
₹5.2 Cr
EMD Value
₹10.5 L
Closing Date
7 Jan 2026, 12:00 pmClosed
S E Bareilly Circle PWD Bareilly
S E Bareilly Circle PWD Bareilly
Reconstruction work of City Railway Station to Quila Bridge Road in Distt. Bareilly Under the National Clean Air Program in the financial year 2025-26 (With 05 years Maintenance)
2025_CEBLY_1103003_1
12006/413C(E-Tender)-3/2025-26 Dated 10.12.2025
Open Tender
Civil Works - Roads
180 days
Bareilly
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹10.5 L
S E Bareilly Circle PWD Bareilly
11 Feb 2026
31 Dec 2025
7 Jan 2026
31 Dec 2025
7 Jan 2026
31 Dec 2025
1 Jan 2026
Amount
Dismentaling of interlocking tiles and stacking of dismentaled tiles at site required for proper completion of the work as directed by E/I.
Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401
Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.
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
Relaying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Clause 1504.
Providing & Laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Clause 1504.
Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
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.
M-20 : Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and as per MORT&H Specification Clause 1500, 1700 & 2100.
Supplying, Fitting and Placing un-coated HYSD bar Reinforcement in Foundation complete as per Drawing and Technical Specifications.
S F INFRA PROJECTS (BID ID -5792542)
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