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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹4.3 CrAccepted-AOC CANAL ROAD GANJUNDUNDWARA DISTRICT KASGANJ | KASGANJ | ₹4.3 Cr | L1 | Accepted-AOC as per financial evaluation |
| 2 | L2₹4.8 CrRejected-AOC BILLRAM GATE KASGANJ | KASGANJ | UTTAR PRADESH | 207123 | ₹4.8 Cr | L2 | Rejected-AOC as per financial evaluation |
| 3 | L3₹4.8 CrRejected-Finance | ₹4.8 Cr | L3 | Rejected-Finance as per financial evaluation |
| 4 | L4₹6.3 CrRejected-Finance AGRA ROAD ETA | ETA | ETA | UTTAR PRADESH | ₹6.3 Cr | L4 | Rejected-Finance as per financial evaluation |
| 5 | L5₹6.4 CrRejected-Finance E 13 NIRBHAY NAGAR GALLANA ROAD AGRA | AGRA | ₹6.4 Cr | L5 | Rejected-Finance as per financial evaluation |
| Sl No | Description | Qty | Unit | RAM SANEHI AND SONS L4 | SAMRIDDHI NIRMAN PVT. LTD. L5 | HIND CONSTRUCTION, L1 | PRO CONSTRUCTION L2 | SHREE RAM STONE SUPPLIERS PRIVATE LIMITED L3 |
|---|---|---|---|---|---|---|---|---|
| 1.00 | Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with all lifts & leads to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 | 14,093.92 | Cum | 70 ₹9.9 L | 123 ₹17.3 L | 85 ₹12.0 L | 120 ₹16.9 L | 30 ₹4.2 L |
| 2.00 | Excavation for roadwork in soll with hydraulic excavator induding cuting and loading in tippers, trimming bottom and side slopes in accordence with requirements of lines, accardance with requirements of lines, grades and cross sections, and transporting to the embankment location within all ifts and lead upto 1000m Clause (301) 3.06 | 858 | Cum | 40 ₹34,320 | 58 ₹49,764 | 40 ₹34,320 | 57 ₹48,906 | 20 ₹17,160 |
| 3.00 | Scarifying the existing bitumenous surface to a depth of 50mm and disposal of scarified material within all lift and leads upto 1000 meters. | 6,512 | sqm | 3 ₹19,536 | 7 ₹45,584 | 5.29 ₹34,448.48 | 7.9 ₹51,444.80 | 3 ₹19,536 |
| 4.00 | 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. | 900.9 | Cum | 3,800 ₹34.2 L | 4,200 ₹37.8 L | 2,800 ₹25.2 L | 3,700 ₹33.3 L | 3,100 ₹27.9 L |
| 5.00 | 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. | 6,171 | Cum | 4,100 ₹2.5 Cr | 4,400 ₹2.7 Cr | 2,850 ₹1.8 Cr | 2,977 ₹1.8 Cr | 3,200 ₹2.0 Cr |
| 6.00 | Providing and applying primer coat with SS-2 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. | 24,684 | Sqm | 25 ₹6.2 L | 40 ₹9.9 L | 27.36 ₹6.8 L | 27 ₹6.7 L | 25 ₹6.2 L |
| 7.00 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. in two layers. Grading -I | 1,974.72 | Cum | 11,000 ₹2.2 Cr | 10,000 ₹2.0 Cr | 7,000 ₹1.4 Cr | 7,700 ₹1.5 Cr | 8,400 ₹1.7 Cr |
| 8.00 | 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. | 24,684 | Sqm | 10 ₹2.5 L | 10 ₹2.5 L | 7.55 ₹1.9 L | 9.77 ₹2.4 L | 8 ₹2.0 L |
| 9.00 | Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% of mix and filler, transporting the hot mix to work site, laying with aq hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers to active desired compacting as per MORTH specification Clause 507 complete in all respect (MORTH 507) | 740.52 | Cum | 12,500 ₹92.6 L | 11,000 ₹81.5 L | 8,295 ₹61.4 L | 9,077 ₹67.2 L | 10,000 ₹74.1 L |
| 10.00 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface.
Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. SI 2 CH-27 | 893.5 | Sqm | 250 ₹2.2 L | 600 ₹5.4 L | 425.88 ₹3.8 L | 587 ₹5.2 L | 340 ₹3.0 L |
Tender Value
₹6.5 Cr
EMD Value
₹12.9 L
Closing Date
26 Dec 2025, 12:00 pmClosed
Superintending Engineer
office of the SE, AC, PWD, Aligarh
As per BoQ Attached
2025_CEALG_1098074_1
5788/Cashier(PDK)-AC/2025-26 Dt 06-10-2025
Open Tender
Civil Works - Roads
365 days
Distt-Kasganj
Please refer Tender documents.
2 documents required · 2 mandatory
₹2,714
₹12.9 L
Yes
office of the SE, AC, PWD, Aligarh
30 Mar 2026
10 Dec 2025
26 Dec 2025
10 Dec 2025
26 Dec 2025
10 Dec 2025
10 Dec 2025 - 26 Dec 2025
11 Dec 2025
Construction of sub-grade and earthen shoulders with approved material obtained from roadway cutting with all lifts & leads to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2
Excavation for roadwork in soll with hydraulic excavator induding cuting and loading in tippers, trimming bottom and side slopes in accordence with requirements of lines, accardance with requirements of lines, grades and cross sections, and transporting to the embankment location within all ifts and lead upto 1000m Clause (301) 3.06
Scarifying the existing bitumenous surface to a depth of 50mm and disposal of scarified material within all lift and leads upto 1000 meters.
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.
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.
Providing and applying primer coat with SS-2 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.
Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour 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. in two layers. Grading -I
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.
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4% of mix and filler, transporting the hot mix to work site, laying with aq hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolling with smooth wheeled vibratory and tandem rollers to active desired compacting as per MORTH specification Clause 507 complete in all respect (MORTH 507)
Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35-2015 The finished surface to be level, uniform and free from streaks and holes. SI 2 CH-27
Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender SI 18(VII) CH-27 Hazard
Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender SI 18(VII) CH-27 90 cm Equilateral Triangle
Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender SI 18(VII) CH-27 60 cm Circular
Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender SI 18(VII) CH-27 90 cm Octagan
Retro-reflectorised Traffic sign as per IRC-67-2012 providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC :67-2012 made of high intensity grade sheeting type-IV vide clause 801.3, fixed over aluminium sheeting 1.5 mm thick supported on a mild steel angle iron post 75 mm×75 mm×6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm×45 cm×60 cm. 60 cm below ground level as per approved drawing. The Retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International/Government Laboratory Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67.2012. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. Proof of the same in form of government report shall be uploaded while quoting tender SI 18(VII) CH-27 T-Junction
Retro-Reflective Sheeting type-IV with 4 mm thick ACM Single Side Providing & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both side aluminium skin aluminium composite panel face to be fully covered with High Intensity prismatic sheeting type IV as per IRC- 67:2012 retro reflective sheeting with back frame MS angle of 35x35x5 mm. Legends, letters, numerals and borders etc should be as per MORTH specification No-801.3.7. The sheeting shall have a pressure - sensitive adhesive of the aggressive - tack type requiring no heat solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by the sheeting manufacturer. The ACM (Aluminum Composite Materials) shall be fixed on the Back frame MS Angle with riveting. Micro prismatic type IV Retro reflective sheeting confirming to ASTM D4958-09 shall be Pressure fixed, The Retro reflective sheeting shall be listed for a certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from nternational/Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D 4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour, T&P, transportation, installation an
d incidentals all complete as per direction of the Engineer-in- Charge.
Road Delineator Delineator: Supply & Fixing of MS Delineator made of Mild steel with pure polyester powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion. The surface should be concealed so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with thermoplastic body. The posts shall have lan ellipsoidal or circular design with the height of the pole shall be 800 to 900 mm above the ground with about 200 to 300 mm base which can be anchored onto the ground. Mild steel Guide Poles shall conform to Type XI sheeting specifications as per IRC:67 and ASTM D4956 which would ensure to obtain clear visibility of the road alignment during night time. The Retro reflective sheeting shall be tested for A certificate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoor weathering and its having passed these tests shall be obtained from International Government Laboratory/Institute by the manufacturer of the sheeting and in case the certificate is obtained from international condition, it should also be obtained from Indian condition within 3 years of launching of product by the manufacture in abroad. Alternatively, a certificate conforming to ASTM Specification (D4956-09) on artificial accelerated weathering requirements from a reputed laboratory in India can be accepted provisionally. In such a situation, the Employer/Client, if so desires, could seek for a performance guarantee which would be released after receipt of certificate meeting the requirement of three years outdoor weathering of the sheeting as per IRC 67:2012 & Proof of the same Report shall be uploaded which quoting tender. The rate shall include all materials, labour T&P. transportation, installation and incidentals all complete as per direction of the Engineer-in-Charge. SI 3 CH-27
Maintenance Charges for Bituminous Road Part Maintenance Charge including repair of painted surface, earthwork on patri, etc. complete as per direction of E.I. for the period of five years from the actual date of completion of work. For First Year @ Zero %
Maintenance for Second Year @ 0.25% of Cost of total work
Maintenance for Third Year @ 0.50% of Cost of total work
Maintenance for Fourth Year @ 0.75% of Cost of total work
Maintenance for Fifth Year @ 1.00% of Cost of total work
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