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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹20.8 CrAccepted-AOC 276 89 19 MYOUR ROAD PRAYAGRAJ | PRAYAGRAJ | UTTAR PRADESH | ₹20.8 Cr | L1 | Accepted-AOC AOC |
| 2 | L2₹21.1 CrRejected-Finance 12 10 LOHIYA MARG DISTT PRAYAGRAJ U P | PRAYAGRAJ | UTTAR PRADESH | 211001 | ₹21.1 Cr | L2 | Rejected-Finance REJECTED |
| 3 | Rejected-Technical DEVKHATIYA GHAZIPUR | GHAZIPUR | UTTAR PRADESH | 232325 | - | - | Rejected-Technical REJECTED |
| Sl No | Description | Qty | Unit | Bansal Highway Infratech Pvt Ltd L2 | NBTC INFRACON LLP 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) | 67,500 | SQM | 3.5 ₹2.4 L | 3 ₹2.0 L |
| 2.00 | Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 10,125 | Cum | 115.4 ₹11.7 L | 105 ₹10.6 L |
| 3.00 | 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) | 61,335 | Cum | 203 ₹1.2 Cr | 191 ₹1.2 Cr |
| 4.00 | 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 clause 401.Grad-1(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 12,703.76 | Cum | 2,660 ₹3.4 Cr | 2,528 ₹3.2 Cr |
| 5.00 | 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) | 8,720.6 | Cum | 2,718 ₹2.4 Cr | 2,640 ₹2.3 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.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 42,475 | Sqm | 40 ₹17.0 L | 39 ₹16.6 L |
| 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 @ 4.50 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 b 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) | 3,203.62 | Cum | 10,650 ₹3.4 Cr | 10,600 ₹3.4 Cr |
| 8.00 | Providing and applying tack coat with bitumen using bitumen 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) | 42,715 | Sqm | 11.5 ₹4.9 L | 11 ₹4.7 L |
| 9.00 | Bituminous Concrete Grade II:-
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) | 1,708.6 | Cum | 11,930 ₹2.0 Cr | 11,800 ₹2.0 Cr |
| 10.00 | 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(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) | 3,118.39 | Cum | 214 ₹6.7 L | 210 ₹6.5 L |
Tender Value
Refer Docs
EMD Value
₹30 L
Closing Date
16 Jan 2026, 12:00 pmClosed
S.E., VARANASI CIRCE, PWD, VARANASI
S.E., VARANASI CIRCE, PWD, VARANASI
RING ROAD PHASE-2 SE RASTRIY CRICKET STADIUM HOTE HUYE RING ROAD PHASE-2 TAK MARG KA NAV NIRMAN KA KARYA (CARRIAGEWAY 2X9.00 MTR)
2025_CEUVZ_1102945_1
6319/183COM-VNS CIRCLE/25-26, DATE-19.12.2025
Open Tender
Civil Works - Roads
452 days
VARANASI
Please refer Tender documents.
2 documents required · 2 mandatory
₹5,590
₹30 L
S.E., VARANASI CIRCE, PWD, VARANASI
26 Mar 2026
30 Dec 2025
16 Jan 2026
30 Dec 2025
16 Jan 2026
30 Dec 2025
30 Dec 2025
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)
Loosening, leveling and Compacting original ground supporting embankment to facilitate placement of first layer of embankment, scarified to a depth of 150 mm, mixed with water at OMC and then compacted by rolling so as to achieve minimum dry density as given in Table 300-2 for embankment construction.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
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)
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 clause 401.Grad-1(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
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)
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.(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder @ 4.50 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 b 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)
Providing and applying tack coat with bitumen using bitumen 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)
Bituminous Concrete Grade II:- 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)
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(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST)
Providing and Laying of Rubber moulded Interlocking Concrete Block Pavements (Grey colour)having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause1504 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Providing and Laying of Rubber moulded Interlocking Concrete Block Pavements (Red colour)having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30m thick local sand on bend, filling joints with local sand on bend, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause1504 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Consturuction of 600mm Dia NP-3 Hume Pipe Culverts Single Row (for Four lane 30 meter ) As per Approved Pipe Culvert Drawing including Cost of 3.00 meter parapet (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts and fitments to be galvanised by hot dip process, all fittings to conform to IS:1367 and IS:1364, metal beam rail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 810. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Cast-In-Situ Cement Concrete M 20 Kerb Constnuctlon of cement concrete kert with top and bottom width 115 and 165 mm respectively, 250 mm high In M 20 grade PCC on M-10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kert stone, kert) stone laid with kert laying machine, foundation concrete laid manually, an complete as per Clause 408 . (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Finishing with Deluxe Multi surface paint system for interiors and exteriors using Primer as per manufacturers specifications : 13.48.1 Two or more coats applied on walls @ 1.25 ltr/10 sqm over and including one coat of Special primer applied @ 0.75 ltr /10 sqm (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Providing plantation on center of median of road i/c all meterial labour etc complete as per direction of the Engineer-in-Charge.(Spacing @ 5 m c/c) Khajoor Plants @ 50%(Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Providing plantation on center of median of road i/c all meterial labour etc complete as per direction of the Engineer-in-Charge.(Spacing @ 5 m c/c) Palm Plants @ 50% (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Supply and errection of Victoria electric poles 9m long with all its assisorises in center of median required for proper complation of work as per direction of E/I @ 30M between pole to pole ( Analysis for per pole) i/c all material , labour, T&P, labour cess, all taxes etc. but excluding GST.
Supply and errection of Victoria electric poles 7m long with all its assisorises in center of median required for proper complation of work as per direction of E/I ( on both side of footpath ) @ 15m between pole to pole ( Analysis for per pole) i/c all material , labour, T&P, labour cess, all taxes etc. but excluding GST
Reinforced cement concrete M15 grade kilometre stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast) (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Reinforced cement concrete M15 grade Hectometer Stone (precast) of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
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 .The finished surface to be level, uniform and free from streaks and holes. Complete as per MORTH spacification NO. 803 (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
S/F of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennison/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent ploting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all taxes.(without shank) (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Traffic Signs- Single Chevron (Normal) Providing and fixing of retro-reflectorised cautionary mandatory and informatory signe as per IRC 67 mod of high inlensity grade sheeting vide clause 801.3 fixed cover aluminium shifting 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm fimly fixed to the ground by means of properly dsigned foundation with M-15 grade cement cone 45cm x45 cm x60 cm, 60 cm below ground level as per approved drawing (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST). 90cm high Octangon (On Village link roads- for Stop Sign Caution Board)
Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 x 45 x 60 cm, 60 cm below ground level as per approved drawing. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST). (Place Indication sign board)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. 90Cm equilateral trangle with diffinitation plate seize 20x60cm. (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST). (On Village link roads- for T Junction sign board)
Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x75 mm x6 mm firmly fixed to th ground by means of properly dsignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground lvel as per approved drawing. The retro-reflective sheeting shall be tested for 3 years out door weathering test in indian conditions as per IRC 67:2012 and proff of the same in the form of government report shall be uploded while quooating tender. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST). Aminities Board (PetrolPump/Police Stn./Hospital)
Thermoplastic Transverse Bar (Repeated Bar)- P/L hot applied thermoplastic compund 5 mm thick, 300 wide and 600mm gape including reflectionsing glass beads @ 500gms per sqm area, thickness of 5mm is exclusive of suraface applied glass beads as per IRC:35 the finished surface to be level, uniform and free from streak and holes. (Transverse Bar/ Repeated Bar). (Including cost of all material and Labour, all taxes and labour Cess etc but Excluding Cost of GST)
12 m-15 m Span Over Head Structure with 300 dia M S - two vertical post Supply, fixing & eraction of built up Overhead Structure of 12M-15M span comprising or three vertical posts of 6.00 M height made up of 300 mm NB heavy class MS pipe as vertical member we'ded with 10 mm MS plate at top & 12 mm M S plate at bottom. The horizontal Truss shall comprise of 50 mm dm heavy class PA S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing to vertical post as per structure design & drawing with one of steel primer and two coats of synthetic enamel plant The work Includes construction of RCC Foundation of size 0.90x0 90x1.50 m of required depth as per site condition for built up structure including Earth work in excavation 100 mm thick Lean Concrete in 1:3.6 (cement coarse sand and 40 mm gauge S 8) RCC with 1 2 4 (cement, coarse sand and 20 mm stone grit) including supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structure design including cost of reinforcement & shuttering The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORT&H specification section 800 and IRC 67 2010 complete in all respect The Rates shal include cost of design. fabrication, supply, transportations, Local shifting Erection of Signage structure using crane. inclusive of all taxes etc. all T81) machine, material and labour required for proper completion of work as per rtirection of Engineer-in-charge. (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
Retro Reflective Signs (Type -IV Sheet). for both side Providing and fixing retro•reflective signboards comprising of customises' modular PU Epoxy Coated MS angle iron frame work. almunium composite panel (ACP) as base board, micro prismatic retro•reflective sheet and etectro cut coloured overlay film/ latex printing The horizontal and vertical members including inclined outer members Of the MS frame module shall be made of pair MS angle iron. No panel size shall be more than one Sqm and each panel shall be braced diagonally (one way only) with MS angle. The MS frame module shall have length not more than 3 mtr The aluminum composite panel (ACP) shall have a thickness of 4mm with 0.5mm (hick skin of aluminium on both sides. The ACP shall be fixed on the MS frame with pop riveting or with self taping SS screws 5mm Ma spaced not more than 300mm centre to centre ensunng that no riveting is seen on either face of the frame. On the front visible face of the ACP, micro prismatic retro-reflective sheet conforming to Type-IV of ASTM. D 4956.09 shall be pressure fixed.The retro reflective sheeting shall be tested for 3 year outdoor weathering test in Indian conditions as per IRC 67:2012 8 proof of the same in form of government report shall be up loaded while quoting tender The (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST).
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