Tender For Widening And Strengthening Work For 6-Laning Of Chain 3.500 To 7.420 From Suresh Sharma Nagar Intersection To Satellite Tiraha Located On Pilibhit Road.
Tender Value
32.41 Crore
Estimated cost
Bid Submission
13 Nov 2026
17 days left
EMD
64.82 Lakhs
Bank guarantee accepted
Document Fee
25000
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 Widening And Strengthening Work For 6-Laning Of Chain 3.500 To 7.420 From Suresh Sharma Nagar Intersection To Satellite Tiraha Located On Pilibhit Road.
BOQ
| Sl. No. | Item Description |
| 1 | Part-AEarth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work. |
| 2 | 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. (For Compaction of earth) |
| 3 | Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. (Cated Earth work lead for 8 km.) |
| 4 | Construction of granular sub-base by providing close graded material mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with Mechanical Paver on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 |
| 5 | Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specifications including premixing the material with water at OMC in mechanical mix plant, carriage of mixed material by tipper to site laying in uniform layers in sub-base/base course on a well prepared under base and compacting with power vibratory-roller to achieve the desired density including lighting, guarding, barricading and maintenance of diversion etc. |
| 6 | 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. (lead upto 8 km. ) |
| 7 | Providing and laying priming coat with bitumen emulsion (SS-2 grade) using Emulsion pressure distributor at the rate of 0.70 Kg. Per sqm on the prepared surface of granular base cleaned with mechanical broom. |
| 8 | Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.30 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 9 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates of specified grading, premixed with bituminous binder VG-30@ 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. |
| 10 | Providing and applying tack coat with bitumen using VG-10 pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom. |
| 11 | Providing and laying bituminious concrete with 100-120 batch type HMP producing an average output of 75 tonne per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 @ 5.40% as per job 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. |
| 12 | Providing and Laying of Interlocking Concrete Block Pavements having thickness 100 mm as per drawings and Technical Specification Clause 1504. |
| 13 | Earthwork in excavation for structures as per drawing and technical specifications clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead of 50 m, dressing of sides and bottom and back filling in trenches with excavated suitable material.(manual means) |
| 14 | Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days. |
| 15 | Brick masonry work in 1:3 cement mortar in foundation complete excluding pointing and plastering, as per drawing and technical specification Clauses 600, 1202 & 1203. |
| 16 | Providing weep holes in Brick masonry/Plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical Specifications |
| 17 | Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (R.C.C. grade M-30) |
| 18 | Supplying fitting and placing HYSD bar reinforcement in superstructure complete as per drawing and Technical Specifications clauses 1002, 1010 and 1202 |
| 19 | Pointing with cement mortar (1:3) on brick work as per drawing and technical specification Clauses 613.3 & 1204 |
| 20 | Stone Ballast 40 mm gauge filling behind abutment, wing wall & return wall complete as per drawing & technical specification. |
| 21 | Apply priming coat over new plaster & other surface after and including preparing the surface throughly cleaning oil grease dirt and other foreign matter and scoured with wire brushes ,fine steel /wood scrappers sand papering and knotting including cost of all materials, labour abd T&P etc required for proper completion of the work. As per SOR new item 1B |
| 22 | Painting two coat over priming coat(but excluding cost of priming coat) on wood or steel and other metal surface with superior synthetic enamel standard make brushing to give an even shade and finish and includjng cleaning the surface of all dirt dust and other foreign matter sand papering and stripping including cost of all materials ,labour ,T&P etc required for the proper completion of the work. As per SOR new item 2 & 3 |
| 23 | Part-BProviding 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 (8.13). |
| 24 | Providing and fixing of HAZARD MARKER retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67-2012 mad 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 lvel 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 government 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) |
| 25 | Delineator supply & fixing of M S 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, 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 / Institutle 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 produt by the manufacture in abroad alternatively, a certificate conforming to ASTM specification (D4956-09) on artifical 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 quarantee 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 E-I-C. |
| 26 | Supply, fixing & erection of built up Cantilever Structure of 6.00M span comprising of one vertical post of 6.00M height made up of 300 mm N.B. heavy class M.S. pipe as vertical member welded with 10mm M.S. plate at top & 12 mm M. S. plate at bottom. The horizontal Truss shall comprise of 50 mm. dia heavy class M.S. pipe and 40 mm dia heavy M.S. pipe as bracing & 10 mm M.S. Plate at bottom for fixing to vertical post as per structure design & drawing with one coat of steel primer and two coats of synthetic enamel paint. The work includes construction of RCC Foundation of size 0.90x0.90M of required depth as per site condition for built 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 Cement, Coarse Sand and 20 mm stone grit, including supply and fixing of 25 mm dia Foundation Bolts 600 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 clauses of MORT&H specifications Section 800 and IRC-67 2012 complete in all respect. The Rates shall include cost of design, fabrication, supply, transportations, Local Shifting, Erection of Signage. |
| 27 | Providing & erecting sign board with corrosion resistant made of 2mm thick aluminium sheet or 4mm thick ACP sheet face to be fully covered with miicroprismatic 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 &802.3 and clause 801.3 MORTH (Double side) |
| 28 | 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 804(8.35) page no,54 |
| 29 | 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 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 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 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) |
| 30 | 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 cmx60 cm) |
| 31 | Speed limit with Size 60 mm circular with diffinilation plate ( 20 cmx60 cm) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 16, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 17 daysNov 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 20 daysTender Documents
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