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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹25.2 CrAccepted-AOC D 57 35B SIDDHIGIRI BAGH SIGRA VARANASI UTTAR PRADESH UP | VARANASI | UTTAR PRADESH | 221001 | ₹25.2 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹31.0 CrRejected-Finance KAMLA NAGAR DAULATPUR VARANASI | VARANASI | VARANASI | UTTAR PRADESH | ₹31.0 Cr | L2 | Rejected-Finance REJECTED |
| 3 | Rejected-Technical | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | CHANDRAWATI CONSTRUCTION PVT LTD L2 | HARSH GLOBAL PRIVATE LIMITED L1 |
|---|---|---|---|---|---|
| 1.00 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. As per SOR 2.1 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 66,250 | Sqm | 3.4 ₹2.3 L | 3 ₹2.0 L |
| 2.00 | Excavation in soil for making trenches for widening of road using hydraulic excavator C.K. 90 and tipper with disposal upto 1000 m :- 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 21,170.02 | Cum | 56.8 ₹12.0 L | 56 ₹11.9 L |
| 3.00 | 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 10,070 | Cum | 179.5 ₹18.1 L | 179 ₹18.0 L |
| 4.00 | Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 1,35,550.31 | Cum | 65.8 ₹89.2 L | 65 ₹88.1 L |
| 5.00 | GSB Work for widening of road-
By Mix in Place Method (for GSB Grading-1 material)
Construction of granular sub-base (Grade-1 G.S.B.) by providing well graded material, spreading in uniform layers @1.28 times the specified compacted thicknes with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 9,887.25 | Cum | 2,857.2 ₹2.8 Cr | 2,857 ₹2.8 Cr |
| 6.00 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 3,171.3 | Cum | 3,067.4 ₹97.3 L | 3,067 ₹97.3 L |
| 7.00 | 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 to 1.00 kg/sqm using mechanical means. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 19,200 | Sqm | 69.5 ₹13.3 L | 40 ₹7.7 L |
| 8.00 | Dense Graded Bituminous Macadam Grading 1: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 7,768.32 | Cum | 15,850 ₹12.3 Cr | 10,243 ₹8.0 Cr |
| 9.00 | 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.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 91,392 | Sqm | 19 ₹17.4 L | 11 ₹10.1 L |
| 10.00 | Bituminous Concrete:-
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 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 MoRT&H specifications Clause 509 complete in all respects.( Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 2,741.76 | Cum | 16,800 ₹4.6 Cr | 12,100 ₹3.3 Cr |
Tender Value
Refer Docs
EMD Value
₹37.9 L
Closing Date
16 May 2026, 12:00 pmClosed
S.E., VARANASI CIRCLE, PWD, VARANASI
S.E., VARANASI CIRCLE, PWD, VARANASI
JANPAD VARANASI ME PHOOLPUR SINDHAURA MARG KE CHAUDIKARAN AWAM SUDRIDHIKARAN KA KARYA
2026_CEUVZ_1146763_1
2003/183COM-VNS CIRCLE/25-26, DATE-31.03.2026
Open Tender
Civil Works - Roads
442 days
VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,590
₹37.9 L
S.E., VARANASI CIRCLE, PWD, VARANASI
5 Jun 2026
8 May 2026
16 May 2026
8 May 2026
16 May 2026
8 May 2026
8 May 2026
| Sl No | Description | Qty | Unit | Est. Rate | Est. Amount |
|---|---|---|---|---|---|
| 1 | Clearing grass and removal of rubbish up to a distance of 30 m outside the periphery of the area as per Technical Specification Clause 201. As per SOR 2.1 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 66,250 | Sqm | 1 | ₹66,250 |
| 2 | Excavation in soil for making trenches for widening of road using hydraulic excavator C.K. 90 and tipper with disposal upto 1000 m :- 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 21,170.02 | Cum | 100 | ₹21,17,002 |
| 3 | 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 10,070 | Cum | 100 | ₹10,07,000 |
| 4 | Construction of Embankment with Material obtained from Borrowpits
Construction of embankment with approved materials obtained from borrowpits with all lifts and leads, transporting to site , speading grading to required slope and compating to meet requirement of table 300-2. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 1,35,550.31 | Cum | 100 | ₹1,35,55,031 |
| 5 | GSB Work for widening of road-
By Mix in Place Method (for GSB Grading-1 material)
Construction of granular sub-base (Grade-1 G.S.B.) by providing well graded material, spreading in uniform layers @1.28 times the specified compacted thicknes with motor grader on prepared surface mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 9,887.25 | Cum | 100 | ₹9,88,725 |
| 6 | Providing, laying and spreading of graded stone aggregate (WMM) after mixing with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform single layer on sub base/subgrade and compacting with the road roller to achieve the desire density. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 3,171.3 | Cum | 100 | ₹3,17,130 |
| 7 | 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 to 1.00 kg/sqm using mechanical means. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 19,200 | Sqm | 100 | ₹19,20,000 |
| 8 | Dense Graded Bituminous Macadam Grading 1: Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.5 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. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 7,768.32 | Cum | 100 | ₹7,76,832 |
| 9 | 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.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 91,392 | Sqm | 100 | ₹91,39,200 |
| 10 | Bituminous Concrete:-
Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonne per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.40 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 MoRT&H specifications Clause 509 complete in all respects.( Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 2,741.76 | Cum | 100 | ₹2,74,176 |
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