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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹68.4 CrAccepted-AOC | L1 | Accepted-AOC accepted L1 | |
| 2 | L2₹70.2 Cr+₹1.8 Cr (2.66%)Rejected-Finance | L2 | Rejected-Finance Reject L2 | |
| 3 | L3₹71.2 Cr+₹2.8 Cr (4.13%)Rejected-Finance | L3 | Rejected-Finance Reject L3 |
| Sl No | Description | Qty | Unit | SIDDHARTH CONSTRUCTION L1 | SURAJ BUILDER INDIA PVT. LTD. L2 | NARENDRA BUILDERS L3 |
|---|---|---|---|---|---|---|
| 1.00 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 503 of MORTH Specification, back filling the pot holes with hot bituminous material as per clause 504 MORTH Specification, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 MORTH Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, also including bitumen VG-40, but excluding G.S.T. | 38,138 | Sqm | 495 ₹1,88,78,310 Lowest | 515 ₹1,96,41,070 | 518 ₹1,97,55,484 |
| 2.00 | 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 upto 1000m, and as per MORTH Specification Clause-301. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T. | 29,415 | cum | 59 ₹17,35,485 Lowest | 65 ₹19,11,975 | 66 ₹19,41,390 |
| 3.00 | Construction of sub-grade and earthen shoulders with approved material obtained from excavated trench with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 of MORTH Specification and lead not less than 2.0 km. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T. | 11,556 | cum | 165 ₹19,06,740 Lowest | 170 ₹19,64,520 | 172 ₹19,87,632 |
| 4.00 | Removal of unserviceable soil including excavation,loading and disposal upto 2.00km lead but excluding rerplacement by suitable soil which shall be paid separately as per clause 305 and clause 301.3.11 of MORTH Specification Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T. | 32,706 | cum | 78 ₹25,51,068 Lowest | 80 ₹26,16,480 | 81 ₹26,49,186 |
| 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 MORTH Specification clause 401. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T. | 15,712 | cum | 3,780 ₹5,93,91,360 Lowest | 3,900 ₹6,12,76,800 | 3,910 ₹6,14,33,920 |
| 6.00 | Providing and laying of 50 Mpa Interlocking concrete Block Pavements having thickness 100 mm laying with 40mm Sand bed as per drawings and Technical Specification and Clause 1504 of MORD Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, labour cess and all other taxes, but excluding G.S.T. | 33,080 | sqm | 1,844 ₹6,09,99,520 Lowest | 1,870 ₹6,18,59,600 | 1,890 ₹6,25,21,200 |
| 7.00 | Providing and laying of 30 Mpa coloured Interlocking concrete Block Pavements having thickness 80 mm laying with 40mm Sand bad as per drawings and Technical Specification and Clause 1504 of MORD Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, labour cess and all other taxes, but excluding G.S.T. | 20,638 | sqm | 1,220 ₹2,51,78,360 Lowest | 1,240 ₹2,55,91,120 | 1,229 ₹2,53,64,102 |
| 8.00 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and as per MORTH Specification Clause-404. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T. | 13,768 | cum | 4,000 ₹5,50,72,000 Lowest | 4,021 ₹5,53,61,128 | 4,019 ₹5,53,33,592 |
| 9.00 | 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 and as per MORTH Specification Clause-502. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, labour cess and all other taxes including cost of bitumen emulsion (SS2) but excluding G.S.T. | 41,420 | Sqm | 39.8 ₹16,48,516 Lowest | 42 ₹17,39,640 | 44 ₹18,22,480 |
| 10.00 | 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 and as per MORTH Specification Clause-503. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, labour cess and all other taxes including cost of bitumen (VG-10) but excluding G.S.T. | 92,587 | Sqm | 13.35 ₹12,36,036.45 Lowest | 15 ₹13,88,805 | 16 ₹14,81,392 |
Tender Value
₹68.6 Cr
EMD Value
₹1.4 Cr
Closing Date
15 Jan 2026, 12:00 pmClosed
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
Repair work of Palwal-Tappal-Aligarh Road (NH-334D) from chainage 21.300 to 25.273, 27.373 to 29.697 and 31.700 to 62.611 including Street light and paved shoulder work with interlocking tiles in Khair and Jattari Abadi in District Aligarh
2025_CEALG_1100647_1
6960-Cashier (P.D.A)-A.C-25-26 dt-08.12.2025
Open Tender
Civil Works
Item Rate
455 days
OFFICE OF THE EE PD PWD ALIGARH
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,354
₹1.4 Cr
OFFICE OF THE SE ALIGARH CIRCLE PWD ALIGARH
26 Feb 2026
20 Dec 2025
15 Jan 2026
20 Dec 2025
15 Jan 2026
20 Dec 2025
12 Jan 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Filling Pot-holes and Patch Repairs with Bituminous concrete, 40mm. Removal of all failed material, trimming of completed excavation to provide firm vertical faces, cleaning of surface, painting of tack coat on the sides and base of excavation as per clause 503, back filling the pot holes with hot bituminous material as per clause 503 of MORTH Specification, back filling the pot holes with hot bituminous material as per clause 504 MORTH Specification, compacting, trimming and finishing the surface to form a smooth continuous surface, all as per clause 3004.2 MORTH Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, also including bitumen VG-40, but excluding G.S.T. | 38,138 | Sqm | - | - |
| 2 | 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 upto 1000m, and as per MORTH Specification Clause-301. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T. | 29,415 | cum | - | - |
| 3 | Construction of sub-grade and earthen shoulders with approved material obtained from excavated trench with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 of MORTH Specification and lead not less than 2.0 km. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T. | 11,556 | cum | - | - |
| 4 | Removal of unserviceable soil including excavation,loading and disposal upto 2.00km lead but excluding rerplacement by suitable soil which shall be paid separately as per clause 305 and clause 301.3.11 of MORTH Specification Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, labour cess and all other taxes, but excluding G.S.T. | 32,706 | cum | - | - |
| 5 | 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 MORTH Specification clause 401. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T. | 15,712 | cum | - | - |
| 6 | Providing and laying of 50 Mpa Interlocking concrete Block Pavements having thickness 100 mm laying with 40mm Sand bed as per drawings and Technical Specification and Clause 1504 of MORD Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, labour cess and all other taxes, but excluding G.S.T. | 33,080 | sqm | - | - |
| 7 | Providing and laying of 30 Mpa coloured Interlocking concrete Block Pavements having thickness 80 mm laying with 40mm Sand bad as per drawings and Technical Specification and Clause 1504 of MORD Specification. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, labour cess and all other taxes, but excluding G.S.T. | 20,638 | sqm | - | - |
| 8 | 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 grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density and as per MORTH Specification Clause-404. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, T&P, Royalty, ISTP, labour cess and all other taxes, but excluding G.S.T. | 13,768 | cum | - | - |
| 9 | 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 and as per MORTH Specification Clause-502. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, labour cess and all other taxes including cost of bitumen emulsion (SS2) but excluding G.S.T. | 41,420 | Sqm | - | - |
| 10 | 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 and as per MORTH Specification Clause-503. Work will be executed as per direction of Engineer Incharge & Rate is including cost of all material, labour, labour cess and all other taxes including cost of bitumen (VG-10) but excluding G.S.T. | 92,587 | Sqm | - | - |
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