Tender For Road Safety Work On Dhanaura Bypass Road (City Road)
Tender Value
19 Lakhs
Estimated cost
Bid Submission
13 Nov 2026
9 days left
EMD
1.90 Lakhs
Bank guarantee accepted
Document Fee
854
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Jyotiba Phule Nagar → Uttar Pradesh
EMD Exemption
Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Road Safety Work On Dhanaura Bypass Road (City Road)
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 including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 2 | Construction of granular sub-base by providing coarse 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. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 3 | Providing, laying, spreading and compacting stone aggregates of specific sizes (Grading-2) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 4 | Providing, laying, spreading and compacting stone aggregates of specific sizes (Grading-3) to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with 3 wheeled steel/ vibratory roller in stages to proper grade and camber, applying and brooming requisite type of screening/ binding Materials to fill up the interstices of coarse aggregate, watering and compacting to the required density. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 5 | Providing and applying primer coat with SS -1 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 all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 6 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 7 | Providing, laying and rolling of open - graded premix surfacing of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using Viscosity grade bitumen to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable hot mix plant of appropriate capacity not less than 200 tonnes/hour, laying and rolling with a smooth wheeled roller, finished to required level and grades. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 8 | Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type A seal coats including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 9 | Providing and laying dense graded bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with VG-30 @ 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. 507 complete in all respects. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 10 | 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 VG-30 @ 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 including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 11 | Providing and laying of Hot applied thermoplastic compound 2.5mm thick including reflectrorising glass beeds @ 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beeds as per IRC 35 the finished surface to be hard uniform and free from streaks and heats (Ch No 27) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 12 | Providing and laying of Hot applied thermoplastic compound 5mm thick including reflectrorising glass beeds @ 250 gms per sqm area, thickness of 5mm is exclusive of surface applied glass beeds as per IRC 35 the finished surface to be hard uniform and free from streaks and heats (Ch No 27) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 13 | Retro-reflactrorised Traffic sign as per IRC67-2012 Providing and fixing of retro reflectroised cautaionary mandatory and informatory sign as per IRC 67-2012 made of High intensity grade sheeting vide clouse 801.3 friced over aluminium sheeting type IV 1.5 mm thick supported on miled steel angle irone post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-150 grade cemnent concreat 45cmx45cmx60cm below ground level as per approved drowing. the retro reflective sheeting tested for 3 years outdor wethering test in indian conditions as per IRC 67:2012 & proof of the same in form of goverment report shall be uploaded while quoting tender. Morth 801 (8.4) iv) 80mmx60mm rectangular with deffinatitation plate(20cmx60cm) Sign Board including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 14 | ii) 60 cm equilateral tringle with diffinitation plate (20cm X 60cm) |
| 15 | iii) 60 cm Circular with diffinitation plate (20cm x 60cm). |
| 16 | iv) 80 mm x 60 mm rectangular with diffinitation plate (20cm x 60cm). |
| 17 | Reflective Raised Pavement Markers (road Studs/Cat Eye)Supply and fixing of reflective raised pavment marker with its body durface made of tough ASA (Acylic styrene Acrylonitrite) or HIPS (Hi- impect Polystyrene) or acrylonitrile butadies styrenc (ABS) The marker shall supported a lod of 13335 kg tested in accordance with ASTMD 4280 and its reflective panels shall consist of numbers of lenses containing single or dual prismatic cubes of providing total internal reflection of the lights entring the lens face. retro refletive surface shall perferably be 35t 5 degree to base and area of each retor reflecting surface shall not be less than 13.0 sqcm road studs shall be legibly marker with name trade mark or other means of identification of the manufacturer. mimensions of road studs should not be less than 100 mm x 100 mm x10mm. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.RPM (With shank)as per ASTMMoRTH 804 (8.35)Suggestive. |
| 18 | Road DelinatorProviding and fixing of standard as per IRC 79-2019 consisting of minimum retro reflective unit exposed area of 330 square cm in white color, full cube corner micro prismatic non- metalic retro-reflective sheeting on each side conferming with IRC 67-2012 and meeting the coefficient of retro reflection values as per ASTM D 4956 type XI table specification. The The Delenator shall be painted with powder coat of minimum 40 microns thickness on top of which retro reflective sheeting shall be pasted on both sides. The structure shall be manufactured in roll forming process and shall have height not less than 800 mm above the ground width not less than 100 mm and shall extend not more than 300 mm below the ground white being installed. The front and back facse of the delenator shaould be curved with a radius of not more than 200 mm and with della angle (or central angle of curve) layingn between 20 degree and 30 degree, to increase the visivilty of the delenator for vehchicles moving in continous curve the delenator shall have grooves across the length to make the reflective sheets vandal-proof. The retro reflective sheeting shall be tested for 3 year outdor wethering test in indian conditions as per IRC 67:2012 & proof of the same in form of goverment report shall be uploaded which quoting tender. if samehow tender pre qualification condition do not ask for goverment report then the report shall be submitted of engineer-in-charge before finalization of bill. The delenator is meant for application on gaps in median, trafic islands, dangerous bends, roundabouts, narrow bridges etc. or as per desired by site engineer. MoRTH -805(8.15) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 19 | For Hazard marker board Retro-reflactrorised Traffic sign as per IRC67-2012Providing and fixing of retro reflectroised cautaionary mandatory and informatory sign as per IRC 67-2012 made of High intensity grade sheeting vide clouse 801.3 friced over aluminium sheeting type IV 1.5 mm thick supported on miled steel angle irone post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-150 grade cemnent concreat 45cmx45cmx60cm below ground level as per approved drowing. the retro reflective sheeting tested for 3 years outdor wethering test in indian conditions as per IRC 67:2012 & proof of the same in form of goverment report shall be uploaded while quoting tender. Morth 801 (8.4) including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T.xi) 45x90 cm two way Object Hazard verical post |
| 20 | Providing and fixing of traffic sings - CHEVRON signs at curves 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 including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 21 | 6M Span over head Cantilever Structure with 300 dia M Sonevertical postSupply, fixing &eraction of builtup Cantilever Structure 6m span comprising of onevertical posts of 6.00 M height made up of 300 mm NB heavyclass MS pipe as vertical member welded with10 mm MSplate attop& 12 mmM S plate at bottom. The horizontal Truss shall comprise of50 mmdia heavyclass M.S. pipe and 40 mm dia heavy M S pipe as bracing & 10 mm MS plate at bottom for fixing tovertical post as per structure design& drawing with one of steel primer and two coats of syntheticenamel plant. The work includes constructionof RCCFoundation of size 0.90x0.90x1.50 m of requireddepth as per site condition for built up structure including Earth work in excavation 100 mm thick LeanConcrete in 1:3:6 cement coarse sand and 40 mm gauge stone ballast and RCCM25 grade concreteincluding supply and fixing of 25 mm dia Foundation Bolts 600 mm long as per provision of structuredesign 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 andIRC 672012 complete in all respect The Rates shall include cost of design 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 including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 22 | Retro-ReflectiveSheetingtype-Xlwith4mmthickACM SingleSideProviding & fixing of reflective signs with a corrosion resistant 4 mm thick with 0.4 to 0.5 mm both sidealuminium skinaluminium composite panel face to be fully covered with High Intensity prismaticsheetingtypel VasperIRC-67:2012 retroreflective sheeting with back frame MS angle of 35x35x5 mm.Legends, letters, numeralsandbordersetcshouldbeasperMoRTHspecificationNo-801.3.7Thesheetingshallhaveapressure-sensitiveadhesiveofthe aggressive- tack typerequiring no heat, solvent other preparation for adhesion to a smooth clean surface, in a manner recommended by thesheeting fixedontheBack manufacturer. TheACM (Aluminium Composite Materials) shallbe frameMSAnglewithriveting. Microprismatic typelVRetroreflectivesheeting confirming toASTMD4956-09shallbe Pressure fixed. The Retro reflective sheeting shall be tested for a certificate of having the sheetingtested for coefficient of retro reflection, daytime colour and luminance, shrinkage, flexibility. linerremoval, adhesion, impact resistance, specular gloss and fungus resistance, 3 years outdoorweathering and its having passed these tests shall be obtained from International/GovemmentLaboratory/ Institute by the manufacturer of the sheeting and in case the certificate is obtained frominternational condition, it should aiso be obtained from Indian condition within 3 years of launching ofproduct 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 beaccepted provisionally. In such a situation, the Employer/Client, if so desires. could seek for aperformance guarantee which would be released after receipt of certificate meeting the requirement ofthreeyears outdoor weathering of thesheeting as per IRC67:2012&Proof of the same Report shallbeuploaded 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 including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. |
| 23 | Type-A, \\"W\\":Metal Beam Crash BarrierProvidingand erectinga\\"W\\"metalbeamcrash barriercomprisingof 3mmthickcorrugated sheetmetal beamrail, 70 cmabove road/ground level, fixed onlSMC series channel verticalpost, 150x 75x5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m below ground/road level, all steel parts andfitments to be galvanised by hot dip process, all fittings to conform to IS: 1367 and IS:1364, metal beamrail to be fixed on the vertical post with a spacer of channel section 150 x 75 x 5 mm, 330 mm longcomplete as per clause 810. including all material, labour, cess, T&P, machinery, and all taxes etc. complete direction by E-I/c but excluding G.S.T. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Nov 02, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 13, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 9 daysNov 13, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 9 daysTender Documents
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