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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹15.8 CrAccepted-AOC | ₹15.8 Cr | L1 | Accepted-AOC ee |
| 2 | L2₹15.9 Cr+₹19.0 L (1.20%)Rejected-AOC | ₹15.9 Cr+₹19.0 L (1.20%) | L2 | Rejected-AOC ee |
| 3 | L4₹16.0 Cr+₹26.6 L (1.69%)Rejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹16.0 Cr+₹26.6 L (1.69%) | L4 | Rejected-Finance As per Fo |
| 4 | L4₹16.7 Cr+₹89.5 L (5.68%)Rejected-Finance SURYA FACTORY SORAN ROAD ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹16.7 Cr+₹89.5 L (5.68%) | L4 | Rejected-Finance As per Fo |
| 5 | L5₹18.8 Cr+₹3.1 Cr (19.6%)Rejected-Finance 7C GOVIND NAGAR MATHURA | MATHURA | ₹18.8 Cr+₹3.1 Cr (19.6%) | L5 | Rejected-Finance As per Fo |
| Sl No | Description | Qty | Unit | M/s Akash Deep Construction Compnay L5 | M/S KUMAR INFRATECH L1 | M/S T.S.JAINA CONSTRUCTION L7 | SHYAMA CONSTRUCTION L2 | RAM SANEHI AND SONS L3 | M/s Hanu Infrastructure Pvt Ltd L4 | SHREE RAM STONE SUPPLIERS PRIVATE LIMITED L6 |
|---|---|---|---|---|---|---|---|---|---|---|
| 1.00 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal- Excavation 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 within all lifts as per MORT&H specification 301. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 18,500 | Cum | 40 ₹7,40,000 | 29 ₹5,36,500 | 49 ₹9,06,500 | 25 ₹4,62,500 | 20 ₹3,70,000 Lowest | 20 ₹3,70,000 Lowest | 30 ₹5,55,000 |
| 2.00 | Construction of Embankment with Material Deposited from Roadway Cutting :-Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 18,500 | Cum | 50 ₹9,25,000 | 40 ₹7,40,000 | 60 ₹11,10,000 | 30 ₹5,55,000 | 20 ₹3,70,000 Lowest | 30 ₹5,55,000 | 40 ₹7,40,000 |
| 3.00 | Construction of Embankment with Material obtained from Borrowpits - Construction of embankment with approved material obtained from borrow pits with all lifts & transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 16,800 | Cum | 50 ₹8,40,000 | 70 ₹11,76,000 | 100 ₹16,80,000 | 50 ₹8,40,000 | 20 ₹3,36,000 Lowest | 50 ₹8,40,000 | 50 ₹8,40,000 |
| 4.00 | Construction of Embankment with Material obtained from Borrowpits (Lead 2Km.) :-Construction of embankment with approved material obtained from borrow pits with all lifts and leads with 2 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 2,000 | Cum | 100 ₹2,00,000 | 120 ₹2,40,000 | 190 ₹3,80,000 | 100 ₹2,00,000 | 150 ₹3,00,000 | 80 ₹1,60,000 Lowest | 110 ₹2,20,000 |
| 5.00 | By Mix in Place Method Construction of granular sub-base by providing close graded Material, spreading in uniform Layes with moter grader on prepared surface, mixing by min place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 17,800 | Cum | 3,200 ₹5,69,60,000 | 2,600 ₹4,62,80,000 Lowest | 3,325 ₹5,91,85,000 | 2,800 ₹4,98,40,000 | 2,600 ₹4,62,80,000 Lowest | 2,800 ₹4,98,40,000 | 3,450 ₹6,14,10,000 |
| 6.00 | WMM - Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem (In layers) specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired Compation. (MoRT&H Specification No. 406) I/C cost of material, labour, T&P and all Taxes but Excluding GST | 5,200 | Cum | 3,400 ₹1,76,80,000 | 2,800 ₹1,45,60,000 | 3,700 ₹1,92,40,000 | 3,100 ₹1,61,20,000 | 2,700 ₹1,40,40,000 Lowest | 3,000 ₹1,56,00,000 | 3,550 ₹1,84,60,000 |
| 7.00 | Prime Coat 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 38,000 | Sqm. | 20 ₹7,60,000 | 15 ₹5,70,000 Lowest | 36 ₹13,68,000 | 28 ₹10,64,000 | 20 ₹7,60,000 | 30 ₹11,40,000 | 25 ₹9,50,000 |
| 8.00 | Tack Coat (For Bituminous surface): -Providing and applying Tack coat with bitumen VG-10 on prepared bituminous surface including cleaning of road surface and spraying tack coat at the rate of 0.20kg sqm using mechincal means & complet as per MoRT&H Specification No. 503. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 1,50,000 | Sqm. | 10 ₹15,00,000 | 8 ₹12,00,000 Lowest | 13.25 ₹19,87,500 | 8 ₹12,00,000 Lowest | 10 ₹15,00,000 | 8 ₹12,00,000 Lowest | 10 ₹15,00,000 |
| 9.00 | Dense Graded Bituminous Macadam Grading II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,950 | Cum | 9,000 ₹3,55,50,000 | 7,350 ₹2,90,32,500 | 9,400 ₹3,71,30,000 | 7,000 ₹2,76,50,000 Lowest | 8,000 ₹3,16,00,000 | 8,000 ₹3,16,00,000 | 9,200 ₹3,63,40,000 |
| 10.00 | Bituminous Concrete:-
Providing and laying bituminous Concrete Grading-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrates of specified grading premixed with bituminous binder VG-30, @ 5.4 % 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 and rolling with smooth wheeled vibatory and tandem rollers to achive the desired compaction as per MOTRH specification Clause 507 complete in all respect I/C cost of material, labour, T&P and all Taxes but Excluding GST | 2,360 | Cum | 10,000 ₹2,36,00,000 | 8,450 ₹1,99,42,000 Lowest | 11,200 ₹2,64,32,000 | 8,700 ₹2,05,32,000 | 9,200 ₹2,17,12,000 | 10,000 ₹2,36,00,000 | 11,800 ₹2,78,48,000 |
Tender Value
₹23.9 Cr
EMD Value
₹36.7 L
Closing Date
28 Feb 2026, 12:00 pmClosed
Aligarh
Aligarh
Widening and Strengthening work at Aspur Bagwala Sidhpura Road (ODR) in F.Y. 2025-26
2026_CEALG_1118399_2
7056-SE Dt 11-12-2025
Open Tender
Civil Works - Roads
Item Rate
360 days
Etah
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,854
Yes
₹36.7 L
Yes
23-02-2026
24 Mar 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
28 Feb 2026
23 Feb 2026
23 Feb 2026 - 28 Feb 2026
23 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Excavation in Soil using Hydraulic Excavator CK 90 and Tippers with Disposal- Excavation 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 within all lifts as per MORT&H specification 301. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 18,500 | Cum | - | - |
| - | Construction of Embankment with Material Deposited from Roadway Cutting :-Construction of embankment with approved materials deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of table 300-2. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 18,500 | Cum | - | - |
| - | Construction of Embankment with Material obtained from Borrowpits - Construction of embankment with approved material obtained from borrow pits with all lifts & transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 16,800 | Cum | - | - |
| - | Construction of Embankment with Material obtained from Borrowpits (Lead 2Km.) :-Construction of embankment with approved material obtained from borrow pits with all lifts and leads with 2 Km, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 2,000 | Cum | - | - |
| - | By Mix in Place Method Construction of granular sub-base by providing close graded Material, spreading in uniform Layes with moter grader on prepared surface, mixing by min place method with front end loader at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 I/C cost of material, labour, T&P and all Taxes but Excluding GST | 17,800 | Cum | - | - |
| - | WMM - Providing Laying Spreading and Compacting grade Stone aggregates of wet mixed macadem (In layers) specification including premixing the meterial with water at OMC Mechnical Mix Plant carriage of mixed material by tipper to site, laying in uniform layers with paver in subbase / base course of well prepared surface and compacting with vibratry roller to achive the desired Compation. (MoRT&H Specification No. 406) I/C cost of material, labour, T&P and all Taxes but Excluding GST | 5,200 | Cum | - | - |
| - | Prime Coat 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 38,000 | Sqm. | - | - |
| - | Tack Coat (For Bituminous surface): -Providing and applying Tack coat with bitumen VG-10 on prepared bituminous surface including cleaning of road surface and spraying tack coat at the rate of 0.20kg sqm using mechincal means & complet as per MoRT&H Specification No. 503. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 1,50,000 | Sqm. | - | - |
| - | Dense Graded Bituminous Macadam Grading II Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 4.5 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. I/C cost of material, labour, T&P and all Taxes but Excluding GST | 3,950 | Cum | - | - |
| - | Bituminous Concrete:-
Providing and laying bituminous Concrete Grading-II with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregrates of specified grading premixed with bituminous binder VG-30, @ 5.4 % 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 and rolling with smooth wheeled vibatory and tandem rollers to achive the desired compaction as per MOTRH specification Clause 507 complete in all respect I/C cost of material, labour, T&P and all Taxes but Excluding GST | 2,360 | Cum | - | - |
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