Tender For Widening And Strengthening Of Saidpur Bhitari Dhuwarjun Shadiyabad Marg (Odr) Ch. Km. 14.500 To 23.940 (9.440 Km) In Distt Ghazipur (5 Year Maintenance Work)
Tender Value
16.40 Crore
Estimated cost
Bid Submission
05 Nov 2026
6 days left
EMD
30 Lakhs
Bank guarantee accepted
Document Fee
5590
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jaunpur → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Widening And Strengthening Of Saidpur Bhitari Dhuwarjun Shadiyabad Marg (Odr) Ch. Km. 14.500 To 23.940 (9.440 Km) In Distt Ghazipur (5 Year Maintenance Work)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity 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 |
| 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. |
| 3 | Construction of embankment with approved material obtained from ROW with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2. without lead. |
| 4 | 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 rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 |
| 5 | Providing, laying and spreading graded stone aggregate (WMM) after mixing with 4% portland cement with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver as cemented base on sub-base/sub-grade (modified soil) and compacting with the road rollar to achieve unconfined compressive strength as specified by E/I |
| 6 | 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. (WMM) |
| 7 | Providing and laying prime coat with bitumin emulsion (SS-2) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 Kg/ Sqm. using mechanical means as per Technical specification clause 502(1). |
| 8 | 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 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 MORTH specification clause No. 509 complete in all respects |
| 9 | Construction of un-reinforced, dowel jointed, plain cement concrete pavement (M-35) over a prepared sub base with approve grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing as per TS clause No. 602 |
| 10 | Providing and Laying of Rubber moulded (Red Colour) Interlocking Concrete Block Pavements having thickness 80 mm including leveling and dressing of surface to required level and slope, spreading and moisting 30mm thick local sand on bed, filling joints with local sand etc. for proper completion of the work as per drawings and Technical Specification Clause 1504.Rate As per SOR |
| 11 | 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 |
| 12 | Plain cement concrete 1:3:6 (M-10) 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. |
| 13 | Plain/Reinforced Cement Concrete (RCC M-20) in Open Foundation complete as per Drawing and Technical Specifications. |
| 14 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202, for Bars below 36 mm dia including over laps and wastage, where they are not welded. |
| 15 | Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge. As per DSR 2023 SI No. 15.7.3 |
| 16 | Earth 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 deleterious matter dressing of sides and bottom and backfilling with approved material specification No. 304(SN12.01i) (ordinary soil) |
| 17 | Plain cement concrete 1:3:6 (M-10) 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.SI No. 12.04 |
| 18 | Supplying, fitting, and placing MS bar reinforcement in superstructure complete as per drawing and technical specifications Clauses (foundations) S.I.No.12.42(1600) |
| 19 | Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. (RCC M-30) SI.No.12.08 |
| 20 | 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 specification. SI. No. 13.08 |
| 21 | Providing and laying Cement concrete wearing coat M-35 grade including reinforecement complete as per drawing and Technical Specifications SI. No-14.4 |
| 22 | M-150 brick in 1:3 cement and coarse sand mortar in foundation and plinth including supply of all materials, labour and tools & plants, etc required for proper completion of the work. as per MORTH Specification. |
| 23 | Providing and laying 900 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller. |
| 24 | Providing and laying 600 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller. |
| 25 | Providing and laying 450 mm dia NP-3 H.P. jointing with coller in proper position including cost of cemment, jute etc required for proper completion of work. But excluding cost of coller. |
| 26 | Struck pointing with cement mortar consisting of 1 part cement and 2 parts of fine sand of 1.25 fineness modulous including supply of all materials, labour and T&P etc. required for proper completion of the work as per direction of Engineer-in-Charge. SI |
| 27 | Providing & Fixing of Hectometer Stone complete as per drawing and Technical Specifications 8.14 (III) |
| 28 | Providing & Fixing of Kilometer Stone complete as per drawing and Technical Specifications 8.14 (II) |
| 29 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface: P/L hot applied thermoplastic compund 2.5 mm thick including reflectionsing glass beads @ 250 gms per sqm area thickness of 2.5 mm is exculusive of suraface applied gllass beads as per IRC:35-2015 the finished surface to be level uniform and free from from streaks and holes. |
| 30 | Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface. (Repeated / Tranvers bar)P/L hot applied thermoplastic compund 5 mm thick including reflectionsing glass beads @ 5000 gms per sqm area thickness of 5 mm is exculusive of suraface applied gllass beads as per IRC:35-2015 the finished surface to be level uniform and free from from streaks and holes. |
| 31 | Direction of Place identification sign with size more than 0.9 sqm size board providing & irecting direction & place identification reflectorised sign as per IRC 67 made of high intensity grade sheeting vide clause 801.3 fixed over alluminium sheeting 2 mmthick area exceeding 0.90 Sqm supported on a mils steel angle iron post 75 mm x 75mm x 6mm 2 no. Firmly fixed to the ground by means of property designed foundation with M 15 grade cement concreate 45 cm x 60cm, below ground level as per approved drawing with 7 years warranty . Rate include desing fabrication supply transportation and errection of the sign board and slso inclusive of all taxes royallty etc. All T&P Machine material and labour required for proper comletion of work. Note. The composite warranty jointly singed by original manufacturer & authorise converter of at least 7 years shall be furnised on non judicial stamp of required denomination both for retro reflective sheet and also complete signage. Si no new item 3(i) ch, 27.1/C all cess labour cess levy toll free contractor profit but excluding GST. |
| 32 | Supply & Fixing of M S 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 conceated 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 obtaini 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. |
| 33 | STOP SIGNS Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 34 | SPEED LIMIT Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 35 | VILLAGE SIGN BOARD Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 36 | T-BOARD Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium sheeting 4 mm thick supported on a mild steel angle iorn post 35 mm x35 mm x35 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 37 | TRAFFIC SIGNS- HAZARD MARKER Providing and fixing of retro-reflectroised cautionary mandatory and informantory sign as per IRC 67 mode of high intensity grade sheeting vide clause 801.3 fixed cover aluminium soling. 1.5 mm thick supported on a mild steel angle iorn post 75 mm x75 mm firmly fixed to the ground by means of properly designed foundation wtih M-15 grade cement concrete 45 cmx 45 cmx60 cm, 60 cm below gruund level as per approved drawing. |
| 38 | 12 to 15 M SPAN OVER HEAD STRUCTURE WITH 300 DIA MS TWO VERTICAL POST Supply, fixing an eraction of built up Cantilever Structure 12 to 15 M span comprising of one vertical post of 6.00 m height made up of 300 mmNB heavy class MS pipe as vertical member welded with 10 mm MS plate at top & 12 mm MS plate at bottom. The horizontal Truss shall comprise of 50mm dia heavy class MS pipe and 40mm dia heavy MS Pipe as bracing & 10mm 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 paint . 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 thik lean concrete in 1:3:6 cement, coarse sand and 20 mm stone gritt including supply and fixing of 25 mm dia foundation Bolts 600mm long as per provision of structure design including cost of reinforcement and shuttering . The lateral vertical clearances and complete. Installation work shall be as per relevant clauses of MORTH specification section 800 and IRC 67 2012 complete in all respect. The rates shall include cost of desing fabrication, supply, transportation, local shifting, Erection of Signage structure using crane, inclusive of all taxes etc. all T&P machine, material and labour required for proper completion of work as per direction of Engineer-in-charge. |
| 39 | Retro-Reflective Sheeting type-XI with 4mm thik ACM Single SideProviding and fixing of reflective sign with a corrosion resistance 4mm thik with 0.4 to 0.5 mm both side alluminium skin alluminium composite pannel face to be fully covered with high intensity prismetic sheeeting 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 D4956-09 shall be Pressure fixed. The retro reflective sheeting shall be tested for a certificate of having the sheeting tested for coefficient of retro reflection daytime color and luminance, shrinkage, flexibility, liner removal, adhesion, impact resistance, specular gloss and fungus resistance. 3 years outdoor weathering and its having passed these test 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 manufacturer in abroad. Alternatively, a certificate confirming 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 material, labour, T&P, transportation, installation and incidentals all complete as per direction of the Engineer-in-charge. |
| 40 | Supply of Laying of pavement marker (cat eye) of 3 m or avery Dennission company at S.V. name of poly carbonate with electrically welded promate retroreflective lenson both side for mamimum retro relective in wet and dry condition with 3m bitumin adhesive B.T.- 69 |
| 41 | PART BMaintainance cost :- Maintainance cost will be paid year wise as per Government order No. 17/2024/SA.-113/23-1-2024-23-1099/113/2023 Date 16.01.2024 and HQ UPPWD,Lucknow order No. 3689COPRMC/Mul-23-24 Date 17.02.2024 . Maintainance cost will adjusted as per final cost of construction and will be paid accordingly. |
| 42 | 1st year- maintainance cost 0% on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 43 | 2nd year- maintainance cost 0.25% on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 44 | 3rd year- maintainance cost 0.50 % on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 45 | 4th year- maintainance cost 0.75% on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) |
| 46 | 5th year- maintainance cost 1.00 % on Bituminous & drain Work etc (Including labour Material T&P etc. complete as per direction of E/I & also including all taxes. Labour cess but excluding GST) Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 29, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 05, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 6 daysNov 05, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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