Tender For On Pilibhit-Bareilly Road, The Work Of Converting 3.70 Km Chainage From Trishul Tirahe Towards Satellite Into 8 Lanes And Construction Of Service Roads On Both Sides. (Part-A)
Tender Value
47.96 Crore
Estimated cost
Bid Submission
28 Jul 2026
19 days left
EMD
96 Lakhs
Bank guarantee accepted
Document Fee
35000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Bareilly → Uttar Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for On Pilibhit-Bareilly Road, The Work Of Converting 3.70 Km Chainage From Trishul Tirahe Towards Satellite Into 8 Lanes And Construction Of Service Roads On Both Sides. (Part-A)
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 30-Jun-2026 | Corrigendum for Date Extended | Date | 28-Jul-2026 |
BOQ
| Sl. No. | Item Description |
| 1 | ROAD WORKClearing jungle including uprooting of vegetable grass, bush,wood, trees and sapling of girth up to 30cm.Measured at a hieght of 1m above ground level & removal of rubbish upto a distance of 50 m outside the periphery area SOR 2025. S.I. No. 259 |
| 2 | Dismentling of Kerb stone channel by manual means and disposal of dismentled material with all lifts and upto lead of 1000mtr |
| 3 | Excavation for roadway in soil by mechanical means including cuttng and pushing the earth to site of embankment upto a distance of 100 mtrs including triming bottom and side slopes in accordance with requirement of lines, grades and cross sections, including disposal of excavated soiul up to 5km distance. complete as per Technical Specification Clause 301. |
| 4 | Earth work in Filling in ordinary soil in 20 cm layers including ramming & dressing with 10.00 km cartage S.I. No 253 |
| 5 | Same as in item number-253 but including watering, dressing and compacting the soil to achieve 95% procter density with 10.00 km cartage As Per SOR UPPWD 2025 S.I. No 253a |
| 6 | Construction of granular sub base (G.S.B.) by providing close 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, compete at per clause 401. (Analysis Rate) |
| 7 | Providing laying, spreading and compacting graded stone aggregate to wet mix macadam (WMM) specification including premixing the material with water at OMC in machanical mix plant carriage of mixed material to site laying in uniform layers with paver finisher in sub base/ base course on well prepared surface and compcting with vibratory roller to achieve the desired density. complete in all respect. as per MORTH specification 406. (Analysis Rate) |
| 8 | Providing and applying primer coat with bitumen emulsion (VG 10) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.50 kg/sqm using mechanical means as per Technical Specification Clause 502 |
| 9 | Providing, laying and rolling of dense Graded Bituminous macadam with 100-120 TPH batch type hot mix plant producing on average out put of 75 T/H using crushed aggregate of specified grading premixed with 60/70 bituminous binder @ 4.00 % to 4.50 % by weight of total mix and filler @ 2.00% of total weight of aggregates ,transported the hot mix plant material to work site laying with a hydrostatic paver finisher with a sensor control to the required grade ,label and alignment rolling with smooth wheeled 8-10 T roller vibrating roller 8T for intermediat rolling and finish wit tendom roller 6-8T to acieve the derired compactin including supply of all materials ,labour ,T&P etc requiredcompletion of the work as MORTH specification clause 501.6 & 501.7 (AR). |
| 10 | Providing and applying bitumen emulsion tack coat with butumenus grade VG-10 over bituminious surface of including cleaning of road sruface sand spreading tack coat @ 0.20 Kg/ sqm using machanical means as per morth (Morth 503) (Analysis Rate) |
| 11 | Providing and laying bitumenous concrete (BC) 25 mm thick with (VG-30) 100-120 TPH batch type HMP prooducing an average output of 75 tonnes per hour using brushed aggregates of spcified gading premixed with bitumenous binder 60/70 grade @ 5.0 % of mix & filler transpored the hot mix to site laying with a hydrostatic paver finisher with sensor control to the required grade level and alingment and rolling with smooth wheeled vibratory and tendom rollers as per MORTH specification clause no. 509 complete in all respcet. (Analysis Rate) |
| 12 | DIVIDERConcrete with 4 cm guage stone ballast, coarse sand 1.25FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work.P.W.D. SOR 2023 Item No. 281 |
| 13 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.5.33.1.1 All works upto plinth level Concrete of M30 grade with minimum cementcontent of 330 kg /cum D.S.R. 2023 Item No. 5.33.2.1 ( 9504.75 x0.735x1109x1.01/107 =7187.74 |
| 14 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.5.33.1.2 All works Above plinth level Concrete of M250 grade with minimum cementcontent of 330 kg /cumD.S.R. 2023 Item No. 5.33.2.1 ( 9860.40 x0.735x1109x1.01/107 =7454.46 |
| 15 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concreteDSR 2023 Item No. 5.9.1( 392.15 x0.735x1109x1.01/107 =296.55 |
| 16 | Centering & shuttering including strutting propping etc. and removal of form work for walls (any thickness) including attached plateris, butteresses plinth and string couse etc. DSR 2023 Item No. 5.9.2( 842.50 x0.735x1109x1.01/107 =637.12 |
| 17 | Mild Steel or Iron work in Plain work Such as R.C.C.work S.I. No 504. |
| 18 | Providing & Applying white cement based putty of average thickness 1mm of approved brand & manufacturer, over the plastered wall surface to prepare the surface even & smooth ( DSR No. 13.80) |
| 19 | Finishing wall with acrylic smooth exterior paint of required shed two or More coat applied @ 1.07 liter per 10 sqm over and including base coat of water proofing cement paint applied 2.20 kg per 10 sqm DSR 13.46.1 |
| 20 | CULVERTEarth work in excavation in foundation in ordinary soil S.I. No 251 |
| 21 | Concrete with 4 cm guage stone ballast, coarse sand 1.25FM and cement in proportion of 8:4:1 in foundation and under floor including supply of all material labour and T&P etc. required for the proper completion of the work.P.W.D. SOR 2025 Item No. 281 |
| 22 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete. Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.5.33.1.2 All works upto plinth level Concrete of M30 grade with minimum cementcontent of 350 kg /cum D.S.R. 2023 Item No. 5.33.1.2 ( 9655.70 x0.735x1109x1.01/107 =7299.00 |
| 23 | Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, admixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriagefor all leads; but excluding the cost of centering, shuttering, finishing and reinforcement as per direction of the engineer-in-charge; for the following grades of concrete.Note: Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cement content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re-design the mix or bear the cost of extra cement.5.33.2.2 All works upto plinth level Concrete of M30 grade with minimum cementcontent of 350 kg /cumD.S.R. 2023 Item No. 5.33.2.2 ( 10011.35 x0.735x1109x1.01/107 =7568.00 |
| 24 | Centering and shuttering including strutting, propping etc. and removal of form for :Foundations, footings, bases of columns, etc. for mass concreteDSR 2023 Item No. 5.9.1( 392.15 x0.735x1109x1.01/107 =296.00 |
| 25 | Centering & shuttering including strutting propping etc. and removal of form work for walls (any thickness) including attached plateris, butteresses plinth and string couse etc. DSR 2023 Item No. 5.9.2( 842.50 x0.735x1109x1.01/107 =636.90 |
| 26 | Centering & shuttering including strutting propping etc. and removal of form work for Slab (any thickness) including attached plateris, butteresses plinth and string couse etc. DSR 2023 Item No. 5.9.5(736.40 x0.735x1109x1.01/107 =556.70 |
| 27 | Mild Steel or Iron work in Plain work Such as R.C.C.work SOR 2025S.I. No 504. |
| 28 | First class brick work in 1:4 (one part of cement and four part of coarse sand) cement mortar in foundation and plinth incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2025 Item No. 303 |
| 29 | Stuck pointing with 1:2 cement and Fine mortar incluidng supply of all material. Labour T&P etc required for proper completion of work.P.W.D. SOR 2025 Item No. 574 |
| 30 | Providing & Applying white cement based putty of average thickness 1mm of approved brand & manufacturer, over the plastered wall surface to prepare the surface even & smooth ( DSR No. 13.80) (156.05x1.01x0.735x109/107)=117.90 |
| 31 | Finishing wall with acrylic smooth exterior paint of required shed two or More coat applied @ 1.07 liter per 10 sqm over and including base coat of water proofing cement paint applied 2.20 kg per 10 sqm DSR 13.46.1(SOR 2025) |
| 32 | SignageProviding and laying of hot appiled 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 streak and holes as per Lucknow SOR signage 2020. SL no 2 page no 54, Morth 803 (6.12) |
| 33 | Providing and fixing of HAZARD MARKER retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 med of high intensity grade sheeting vide clause 801.3, fixed cover aluminium sheeting typr 1V 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 Ivel as per approved drawing. The retro reflectine sheeting shell be lested for 3 year outdoor weathering test in indian conditions as per IRC 67-2012 & proof of the same in form of govemment report shall be uploaded while quating tender, as per Lucknow SOR signage 2020. SL. no 18 (x) page no 57. Morth 801 Size 30 cmx 90 cm to way object Hazard Hazard Marker (Left & Right) |
| 34 | Delineator supply & fixing of MS Delineator made of Mild steel with pure polyestre powder coating with the minimum thickness of powder coating of not less than 40 micron for protection against corrosion, the surface should be conceated so that there should not be any exposed surface without powder coating. Alternatively, these metal guide poles can be concealed with termoplastic body. The posts shall have lan ellipsoldal 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 roung, Mild steel guide poles shall conform to Type XI sheeing specifications as per IRC 67 and ASTM D4956 which would ensure to obtain clear visibillity of the road alignment during right tiem. The Retro reflective sheeting shall be tested for A cerficate of having the sheeting tested for coefficient of retro reflection, daytime colour and luminance shrinkage, flexiblility, ilner 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/Institulle by the |
| 35 | Supply, fixing & erection of built up Cantilever Structure of COM span comprising of one vertical post of 8.00M height mate up of 300 mm N.B. heavy dass M.S pipe sa vertical member welded with 10mm MS. prate at top & 12 mm M. 5. plate at bottom The horizontal Truss shall compnse of 50 mm, die heavy class M.S pipe and 40 mm die heavy M.B. pipe as bracing & 10 mm M.S. Plate at bottom for fixing to vertical post sa per structure design & rirewing with one coal of stee primer and two costs of aynthetic aramel paint. The work includes construction of RCC Foundation of sla 90x0.90M of required depth as per alte condition for bulll up structure including Earth work in excavation, 100 mm thick Lean Concrete in 1.4.8 cement, coarse sand and 40 mm gauge stone ballast, R.C.C. with 1:2:4 Cament, Coarse Band and 20 mm stone grit, including supply and fing of 25 mm dia Foundation Bolts 800 mm long as per provisions of structure design including cost of reinforcement & shuttering The lateral, vertical clearances and complete installation work shall be as per relevant deuses of MORTAH кресfications Section 800 and IRC-07 2012 somplete in all pespect. The Rates shall include coel of design, fabrication, supply, vansportations, Locar Shifting Erection of Signage |
| 36 | Providing & erecting sign board with corrosion resistant made of 2mm thick aluminium sheet or 4mm thick ACP sheet face to be fully covered with microprismatic full cube technology type-XI grade retro reflective sheeting shalll be fully processed on base aluminium substrate and also fixed on the angle frame on 35x35x5mm as per IRC-67 with vertical and laterial clearance giving in para 80.2 8802.3 and clause 801.3 MORTH (Double side) |
| 37 | Supply and fixing of Pavement Maker (Cat Eye) Type X-ASTMD-4956-04 Avery Dennision/3-M (USA Make) consisting of ASA plastic housing fitted with tightly adherent plotting compound. The housing shall contain prismatic two glass covered prismatic reflective face to reflect incident light I/C all tax etc. complete. (S.NO.5 MORTH 604(8.35) page no.54 |
| 38 | Providing and fixing of Single CHVERON retro-reflectorised cautionary, mandatory and informatory sign as per IRC 67 mad of high intensity grade sheeting vide clause 801.3, fixed cover aluminium shiting, 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 daignd foundation with M-15 grade cment conc. 45 cm x 45 cm x 60 cm, 60 cm below ground ivel as per approved drawing. The retro reflectine sheeting shell be lasted for 3 year outdoor weathering test in indian conditions as per IRC 67-2012 & proof of the same in form of government report shall be uploaded while quating tender, as per Lucknow SOR signage 2020. SL.no 18 (ix) page no 57, Morth 801 (Double chveron) |
| 39 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made 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 the ground by means of properly dsigned foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. the retro- refulective sheeting shall be tested for 3 year outdoor wheathering test in Indian conditions as per IRC-67-2012 and proof of the same in form of government report shall be uploaded while quoting tender, as per Lucknow SOR signage 2020. SL.no 18(V) page no 57, Morth 801(8.4), Size 60x45 mm rectengular with diffinilation plate (20 cmx60 cm)School, Hospital & Abadi portion Size 60x45 mm rectengular with diffinilation plate (20 cmx80 cm) |
| 40 | Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 made 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 the ground by means of properly dsigned foundation with M-15 grade cement conc. 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. the retro- refulective sheeting shall be tested for 3 year outdoor wheathering test in Indian conditions as per IRC-67-2012 and proof of the same in form of government report shall be uploaded while quoting tender, as per Lucknow SOR signage 2020. SL.no 18(V) page no 57, Morth 801(8.4), Size 60x45 mm rectengular with diffinilation plate (20 cmx60 cm)Speed limit with Size 50 mm circular with diffinilation plate (20) cmx60 cm) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jun 30, 2026
11:30 IST
Tender Published
Tender notice published.
Completed
Jul 28, 2026
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Upcoming · 19 daysJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysJul 29, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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