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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹12.9 CrAccepted-AOC G 17 RAMGHAT ROAD GYAN SAROVAR COLONY ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹12.9 Cr | L1 | Accepted-AOC Accepted |
| 2 | L2₹13.0 CrRejected-Finance 234 Z 12 VAISHNO COLONY SURENDRA NAGAR ALIGARH | ALIGARH | ALIGARH | UTTAR PRADESH | ₹13.0 Cr | L2 | Rejected-Finance Rejected Because Quoted higher rate |
| 3 | L3₹15.0 CrRejected-Finance 7C GOVIND NAGAR MATHURA | MATHURA | ₹15.0 Cr | L3 | Rejected-Finance Rejected Because Quoted higher rate |
| 4 | L4₹15.7 CrRejected-Finance FLAT NO 83 AKASH PURAM VISTAR BAREILLY | BAREILLY | BAREILLY | UTTAR PRADESH | ₹15.7 Cr | L4 | Rejected-Finance Rejected Because Quoted higher rate |
| Sl No | Description | Qty | Unit | M/S SHIVA ASSOCIATES L1 | AM BUILDERS AND INFRASTRUCTURES PRIVATE LIMITED L4 | M/s Akash Deep Construction Compnay L3 | M/S HARENDRA SINGH L2 |
|---|---|---|---|---|---|---|---|
| 1.00 | 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.(Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 7,274 | Cum | 25 ₹1,81,850 | 95 ₹6,91,030 | 40 ₹2,90,960 | 22.8 ₹1,65,847.2 Lowest |
| 2.00 | 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 earth 2 km (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 7,944 | Cum | 85 ₹6,75,240 | 210 ₹16,68,240 | 190.7 ₹15,14,920.8 | 82 ₹6,51,408 Lowest |
| 3.00 | Construction of granular sub-base by providing coarse 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 3,380 | Cum | 2,400 ₹81,12,000 Lowest | 3,170 ₹1,07,14,600 | 3,811.29 ₹1,28,82,160.2 | 3,230 ₹1,09,17,400 |
| 4.00 | 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. as per MORTH Specification clause-406 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 1,623 | Cum | 2,550 ₹41,38,650 Lowest | 3,450 ₹55,99,350 | 4,038.4 ₹65,54,323.2 | 3,425 ₹55,58,775 |
| 5.00 | 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 to 1.00 kg/sqm using mechanical means. complete. as morth specification no 502 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 11,405 | Sqm | 18 ₹2,05,290 Lowest | 42.5 ₹4,84,712.5 | 22 ₹2,50,910 | 25.9 ₹2,95,389.5 |
| 6.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as morth specification no 503. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 26,611 | Sqm | 8 ₹2,12,888 | 12.5 ₹3,32,637.5 | 8 ₹2,12,888 | 7.65 ₹2,03,574.15 Lowest |
| 7.00 | 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. (Grading-II) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 2,780 | Cum | 8,500 ₹2,36,30,000 Lowest | 9,910 ₹2,75,49,800 | 10,296.6 ₹2,86,24,548 | 8,831.5 ₹2,45,51,570 |
| 8.00 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as morth specification no 503. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 38,017 | Sqm | 8 ₹3,04,136 | 11.75 ₹4,46,699.75 | 8 ₹3,04,136 | 7.5 ₹2,85,127.5 Lowest |
| 9.00 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 1,140 | Cum | 9,150 ₹1,04,31,000 Lowest | 11,450 ₹1,30,53,000 | 11,744.6 ₹1,33,88,844 | 9,979 ₹1,13,76,060 |
| 10.00 | Construction of granular sub-base by providing coarse 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 300 | Cum | 2,400 ₹7,20,000 Lowest | 3,170 ₹9,51,000 | 3,811.2 ₹11,43,360 | 3,200 ₹9,60,000 |
Tender Value
₹16.4 Cr
EMD Value
₹30 L
Closing Date
5 Mar 2026, 12:00 pmClosed
Superintending Engineer Aligarh Circle PWD Aligarh
Office of The SE, Aligarh Circle, P.W.D., Aligarh
Work of widening and strengthening (two lanes with paved shoulder) from chainage 41.600 to 45.840 (length- 4.240 km) of Chhatari Kasganj road (State Highway No.-105) in Aligarh district
2026_CEALG_1118120_1
961/Cashier(C.D.-1 A.)-A.C./25-26 Date 17-02-2026
Open Tender
Civil Works - Bridges
Item Rate
365 days
Aligarh
Please refer Tender documents.
3 documents required · 3 mandatory
₹2,354
₹30 L
Office of The SE, Aligarh Circle, P.W.D., Aligarh
5 Jun 2026
19 Feb 2026
5 Mar 2026
19 Feb 2026
5 Mar 2026
19 Feb 2026
27 Feb 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | 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.(Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | - | Cum | 57 | - |
| 2 | 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 earth 2 km (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | - | Cum | 205 | - |
| 3 | Construction of granular sub-base by providing coarse 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 3,380 | Cum | 3,800 | ₹1,28,44,000 |
| 4 | 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. as per MORTH Specification clause-406 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 1,623 | Cum | 4,030 | ₹65,40,690 |
| 5 | 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 to 1.00 kg/sqm using mechanical means. complete. as morth specification no 502 (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 11,405 | Sqm | 37 | ₹4,21,985 |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as morth specification no 503. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 26,611 | Sqm | 10.2 | ₹2,71,432.2 |
| 7 | 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. (Grading-II) (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 2,780 | Cum | 10,390 | ₹2,88,84,200 |
| 8 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. as morth specification no 503. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 38,017 | Sqm | 10 | ₹3,80,170 |
| 9 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (VG-30) @ 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 cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 1,140 | Cum | 11,740 | ₹1,33,83,600 |
| 10 | Construction of granular sub-base by providing coarse 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. (Including cost of all Material, labour, T&P, Labour Cess and All other Taxes but Excluding G.S.T.), As per Direction by E/I. | 300 | Cum | 3,800 | ₹11,40,000 |
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