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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹5.1 CrAccepted-AOC KASGANJ ROAD ETA | ETA | UTTAR PRADESH | ₹5.1 Cr | L1 | Accepted-AOC L1 |
| 2 | L2₹5.4 CrRejected-Finance H NO 431 RAJENDRA NAGAR ASHOK TENT HOUSE INDRA NAGAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹5.4 Cr | L2 | Rejected-Finance BEINGH HEIGHER RATE |
| 3 | L3₹5.5 CrRejected-Finance | ₹5.5 Cr | L3 | Rejected-Finance BEINGH HEIGHER RATE |
| 4 | L4₹6.0 CrRejected-Finance 35 WARD NO 02 ISLAMNAGAR DISTT BUDAUN | BUDAUN | UTTAR PRADESH | 110025 | ₹6.0 Cr | L4 | Rejected-Finance BEINGH HEIGHER RATE |
| 5 | L5₹6.1 CrRejected-Finance | ₹6.1 Cr | L5 | Rejected-Finance BEINGH HEIGHER RATE |
| Sl No | Description | Qty | Unit | M/s M.N. Builders. L9 | M/S A B INFRAZONE PRIVATE LIMITED L4 | M/S KUMAR INFRATECH L3 | Shri Krishna And Company L6 | AM BUILDERS AND INFRASTRUCTURES PRIVATE LIMITED L7 | A P M CONSTRUCTION L1 | STAR BUILDERS L5 | M/S M A KHAN AND SONS L8 | RAJEEV TRADERS L2 |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes and removing of tree roots(which was left after cutting of tree) in widening portion, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Clause 301. including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) table no. 301-3.6. | 4,241 | Cum | 35 ₹1.5 L | 50 ₹2.1 L | 25 ₹1.1 L | 41 ₹1.7 L | 54.32 ₹2.3 L | 40 ₹1.7 L | 25 ₹1.1 L | 35 ₹1.5 L | 30 ₹1.3 L |
| 2.00 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads upto 1000m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Earth work) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) | 11,160 | Cum | 130 ₹14.5 L | 100 ₹11.2 L | 100 ₹11.2 L | 70 ₹7.8 L | 158.96 ₹17.7 L | 40 ₹4.5 L | 100 ₹11.2 L | 130 ₹14.5 L | 100 ₹11.2 L |
| 3.00 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Carted 2.00 km) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) | 3,700 | Cum | 130 ₹4.8 L | 100 ₹3.7 L | 100 ₹3.7 L | 130 ₹4.8 L | 200.46 ₹7.4 L | 40 ₹1.5 L | 100 ₹3.7 L | 130 ₹4.8 L | 100 ₹3.7 L |
| 4.00 | Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. | 6,937.5 | sqm | 4 ₹27,750 | 20 ₹1.4 L | 5 ₹34,687.50 | 2 ₹13,875 | 4.08 ₹28,305 | 10 ₹69,375 | 4 ₹27,750 | 4 ₹27,750 | 40 ₹2.8 L |
| 5.00 | 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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 401-4.1 | 3,029.3 | Cum | 4,516 ₹1.4 Cr | 3,300 ₹100.0 L | 3,200 ₹96.9 L | 3,575 ₹1.1 Cr | 4,098.76 ₹1.2 Cr | 3,000 ₹90.9 L | 3,500 ₹1.1 Cr | 4,316 ₹1.3 Cr | 2,800 ₹84.8 L |
| 6.00 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Clause 401 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 401-4.14. | 1,156.2 | Cum | 4,600 ₹53.2 L | 3,000 ₹34.7 L | 3,300 ₹38.2 L | 4,320 ₹49.9 L | 4,427.98 ₹51.2 L | 2,900 ₹33.5 L | 3,700 ₹42.8 L | 4,663 ₹53.9 L | 2,800 ₹32.4 L |
| 7.00 | Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Table no. 502-5.1. | 18,500 | sqm | 46 ₹8.5 L | 35 ₹6.5 L | 20 ₹3.7 L | 32 ₹5.9 L | 44.35 ₹8.2 L | 20 ₹3.7 L | 40 ₹7.4 L | 46 ₹8.5 L | 30 ₹5.5 L |
| 8.00 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. | 1,480 | Cum | 10,708 ₹1.6 Cr | 9,500 ₹1.4 Cr | 8,800 ₹1.3 Cr | 9,975 ₹1.5 Cr | 10,168.98 ₹1.5 Cr | 7,800 ₹1.2 Cr | 9,850 ₹1.5 Cr | 10,708 ₹1.6 Cr | 8,000 ₹1.2 Cr |
| 9.00 | Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Table no 503-5.2. | 18,500 | sqm | 11 ₹2.0 L | 35 ₹6.5 L | 10 ₹1.9 L | 10 ₹1.9 L | 10.92 ₹2.0 L | 10 ₹1.9 L | 10 ₹1.9 L | 11 ₹2.0 L | 10 ₹1.9 L |
| 10.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 507-5.5. | 555 | Cum | 12,596 ₹69.9 L | 10,500 ₹58.3 L | 9,900 ₹54.9 L | 11,750 ₹65.2 L | 11,961.16 ₹66.4 L | 9,000 ₹50.0 L | 11,800 ₹65.5 L | 12,500 ₹69.4 L | 8,800 ₹48.8 L |
Tender Value
₹7.2 Cr
EMD Value
₹16.3 L
Closing Date
22 Jan 2026, 12:00 pmClosed
S.E.
OFFICE OF SE BLY CIRCLE BLY
WIDENING AND STRENGTHENING WORK OF AONLA RAILWAY POSHAK ROAD (O.D.R.) IN DISTT. BAREILLY FIN. YEAR 2025-26(INCLUDING 05 YEARS OF MAINTENANCE)
2026_CEBLY_1104647_1
12394/453C(E-Tender)- 3/ 2025-26 dated 23-12-2025
Open Tender
Civil Works - Roads
270 days
BAREILLY
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,725
₹16.3 L
OFFICE OF SE BLY CIRCLE BLY
20 Mar 2026
7 Jan 2026
22 Jan 2026
7 Jan 2026
22 Jan 2026
7 Jan 2026
13 Jan 2026
Excavation for roadwork in soil with hydraulic excavator including cutting and loading in tippers, trimming bottom and side slopes and removing of tree roots(which was left after cutting of tree) in widening portion, in accordance with requirements of lines, grades and cross sections, and transporting to the embankment location within all lifts and lead upto 1000m Clause 301. including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.) table no. 301-3.6.
Construction of embankment with approved material obtained from borrow pits with all lifts and leads upto 1000m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Carted Earth work) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.)
Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 (Carted 2.00 km) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.)
Scarifying the existing bituminous surface to a depth of 50 mm and disposal of scarified material within all lifts and leads upto 1000 metres. including supply of all meterial T&P, labour and all taxes , royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge.
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 front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 401-4.1
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density. Clause 401 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 401-4.14.
Providing and applying primer coat with SS2 grade bitumen emulsion on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means. Table no. 502-5.1.
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.0 per cent by weight of total mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MoRTH specification clause No. 505 complete in all respects. including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge.
Providing and applying tack coat with bitumen VG-10 using Bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. Table no 503-5.2.
Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 507-5.5.
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, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. (Mechanical Means) including supply of all meterial T&P, labour and all taxes etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. (Exculding Royalty.)
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. Clause 2100. including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge.table no.2100-9.4.
RCC Grade M20 using batching plant transit mixer & Concrete pump including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. Clause 1100 & 1900 table no. 12.8
Supplying, fitting and placing HYSD bar reinforcement in sub-structure complete as per drawing and Technical Specifications Clause no. 1600 & 2200 including supply of all meterial T&P, labour and all taxes , ISTP, royalty etc. But excluding GST for proper completion of the work as per direction of Engineer in charge. table no. 12.41
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