Tender For Work Of Short Term Road And Structures Maintenance Works And Activities On Section 66/03 Km To 122/20 Km (Total = 56.17 Km) (Kapadvanj-Bayad-Dhansura-Modasa )
Tender Value
8.11 Crore
Estimated cost
Bid Submission
27 Jul 2026
5 days left
EMD
8.20 Lakhs
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Vadodara → Gujarat
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Work Of Short Term Road And Structures Maintenance Works And Activities On Section 66/03 Km To 122/20 Km (Total = 56.17 Km) (Kapadvanj-Bayad-Dhansura-Modasa )
BOQ
| Sl. No. | Item Description |
| 1 | Item Description - ROAD MAINTENANCE |
| 2 | Removal of rank vegetation/weeds and undesirable vegetation from shoulders, embankment slopes upto ROW (both sides) complete in all respects including breaking of clods, rough dressing and disposal of waste material and vegetation at a place outside ROW as per direction of Engineer-In-Charge and as per Maintenance Standard Clause 3.3 (Frequency will be once in a quarter). a) Shoulders including side slopes ofembankment up to toe line on both sides of the carriageway. (Frequency of cleaning will be four times in a year; however limited to only areas prone to growth of rank/undesirable vegetation and weeds). |
| 3 | Applying Epoxy mortar over leached honey combed and spalled concrete surface and exposed stee reinforcement complete as per Technical Specifications Clause 2804 and as per approval of the Engineer. |
| 4 | Providing, Laying and compacting Granular Sub Base (GSB) with approved materials complete as perTechnical Specifications Clause 401 conforming to Grade III Item no. 4.1 B (III) as per approval of Engineer-in Charge. |
| 5 | Providing, laying and compacting Wet Mix Macadam (WMM) base course with approved materials complete as per Technical Specifications Clause no. 406 of MORTH |
| 6 | Providing, laying and compacting Dense Graded Bituminous Macadam complete as per technical SpecificaticClause no. 505 including tack coat as per Technical Specifications Clause no.503 by VG 40 bitumen with 50 MM thickness |
| 7 | Providing, laying and compacting Bituminous Concrete as per technical Specification Clause no. 50including tack coat as per Technical Specifications Clause no. 503 by VG 40 bitumen with 30 MM thickness |
| 8 | B.T. Surface Painting: Providing and applying surface painting on B.T. surface using bitumen emulsion at the rate ofkg/ 10 sq.m. and flushing dust / sand at the rate of 0.06 cu.m. / 10 sq.m. as per MORT&H specification. |
| 9 | Providing and laying reinforced cement concrete pipe NP4/prestressed concrete pipe of 1000/1200 mm dia for culverts on first class bedding of granular material including fixing collar with cement mortar 1:2, excavation, protection works, backfilling, concrete and masonry works in head walls and parapets all complete: (Singal row)1200mm Dia |
| 10 | Restoration of Rain Cuts (Restoration of rain cuts with soil, moorum, gravel or a mixture of these, clearing the loosesoil, benching for 300 mm width, laying fresh material in layers not exceeding 250 mm and compacting with plate compactor or power rammers to restore the original alignment, levels and slopes) |
| 11 | Excavation for Structures (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 other deleterious matter, dressing of sides and bottom and backfilling with approved material.) Mechanical Means (i) Depth upto 3 m |
| 12 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.(A) PCC Grade M15 |
| 13 | Plain/Reinforced cement concrete in open foundation complete as per drawing and technical specifications.(E) RCC Grade M25 |
| 14 | Supplying, fitting and placing TMT bar Fe 500D reinforcement in sub-structure complete as per drawing and technical specifications. |
| 15 | Providing and laying Flooring complete as per drawing and Technical specifications laid over cement concrete bedding.Rubble stone laid in cement mortar 1:3 |
| 16 | Scaffolding :providing, ercting and dismanting safe H frame and /pipe scaffolding including working platform for external area of bridge pier to facilitate all works etc. Completed, measurement for payment shall be consider as per detsiled specification will be paid per pier. (every 1 m extra height increase rate by 50 rupees/meter).rate upto 5.0 mt. |
| 17 | Providing and laying stone Pitching on slopes laid over prepared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and Technical specifications Clause no. 2504 complete in all respects as directed by Engineer. Stone/Boulder |
| 18 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Granular material |
| 19 | Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification Sandy material |
| 20 | Sealing of crack / porous concrete with Epoxy Grout by injection through nipples complete as per clause 2803.1. |
| 21 | Providing and inserting nipples with approved fixing compound after drilling holes for grouting as per Technical specifications including subsequent cutting/removal and sealing of the hole as necessary of nipples after completion of grouting with Cement/Epoxy |
| 22 | Dismantling of Cement Concrete Pavement (Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres, stacking serviceable and unserviceable materials separately) |
| 23 | Dry Lean Cement Concrete Sub-base (Construction of dry leancement concreteSub- base over a prepared sub-gradewith coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25mm,aggregate cement ratio not to exceed 15:1 aggregate gradation after blending to be as per table 600-1,cement content not to be less than 150kg/cum,optimum moisture content to be determined during trial lengthconstruction,concrete strength not to be less than 10Mpa at 7 days,mixed in a batching plant, transportedtosite, laidwithapaverwith electronicsensor, compactingwith8-10 tonnesvibratory roller, finishing and curing.) |
| 24 | Cement Concrete Pavement (Construction of un-reinforced, dowel jointed,plain cement concrete pavement over a prepared sub base with 43 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 or mechanically or as directed by Engineer incharge, 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 ) |
| 25 | Earthwork for embankment including breaking clods, dressing with all lead and lift (excluding watering and consolidation)(D) From Borrow area within 2.0 Km. lead |
| 26 | Item Description - ROAD PROPERTY MAINTENANCE |
| 27 | White wash/cement paint/snowcem in two or more coats to give an even shade and smooth surface for protection of exposed concrete/masonary portion of Bridges/CD works, kerb and wheel guard including scrapping of damage paint from old surface and repairing of the existing surface wherever necessary completedirected by the Engineer-in Charge. |
| 28 | Painting Two Coats on New Concrete Surfaces (Painting two coats after filling the surface with synthetic enamel paint in all shades on new plastered concrete surfaces) |
| 29 | Painting and lettering with enamel paint 3-coats etc.complete (i)Ordinary K.M.Stone for NH |
| 30 | Cleaning the road side drain incl. uprooting the vegetation & weeds from the gutter and excavating the deposited earth from the drain, incl. dressing of bottom and sides of drain stacking the excavated soil clear from the edge etc.comp. with all labour. |
| 31 | Cleaning the edge of kerbing from both the side of central verge, footpath etc including excavation and depositing the excavated cady dust, dirt etc. in the side shoulder etc. complete. |
| 32 | Providing and fixing reinforced cement concrete M-15 grade 5th kilometer stones, kilometer stones andhectometer stones of Standard Design as per IRC:8- 1980 and MoRTH Specification Clause 804 including two coat painting with synthetic enamel paint after applying approved quality cement primer and printing letters with approved quality synthetic enamel paint on both sides as per MoRTH Specification Clause 804and as per drawing and direction of the Engineer-in- Charge. The job includes fixing of these distancemeasuring stones at places after dismantling of existing damaged stones, and further disposing of dismantledmaterial outside ROW. Rates quoted to be inclusive of the salvage value of the useful material obtained during the course of dismantling. The fixing of these stones shall be done with M-10 cement concrete as per drawing and approval of the Engineer-in-Charge.5th kilometer stone |
| 33 | Providing and fixing reinforced cement concrete M-15 grade 5th kilometer stones, kilometer stones andhectometer stones of Standard Design as per IRC:8- 1980 and MoRTH Specification Clause 804 including two coat painting with synthetic enamel paint after applying approved quality cement primer and printing letters with approved quality synthetic enamel paint on both sides as per MoRTH Specification Clause 804and as per drawing and direction of the Engineer-in- Charge. The job includes fixing of these distancemeasuring stones at places after dismantling of existing damaged stones, and further disposing of dismantledmaterial outside ROW. Rates quoted to be inclusive of the salvage value of the useful material obtained during the course of dismantling. The fixing of these stones shall be done with M-10 cement concrete as per drawing and approval of the Engineer-in-Charge.Kilometer stone |
| 34 | Providing and fixing reinforced cement concrete M-15 grade 5th kilometer stones, kilometer stones andhectometer stones of Standard Design as per IRC:8- 1980 and MoRTH Specification Clause 804 including two coat painting with synthetic enamel paint after applying approved quality cement primer and printing letters with approved quality synthetic enamel paint on both sides as per MoRTH Specification Clause 804and as per drawing and direction of the Engineer-in- Charge. The job includes fixing of these distancemeasuring stones at places after dismantling of existing damaged stones, and further disposing of dismantledmaterial outside ROW. Rates quoted to be inclusive of the salvage value of the useful material obtained during the course of dismantling. The fixing of these stones shall be done with M-10 cement concrete as per drawing and approval of the Engineer-in-Charge.Hectometer stone |
| 35 | Supplying and installation of Road Delineators (Supplying and installation of delineators (road way indicator hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm widestripes, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and confirming toIRC-79 and the drawings.)The rate quoted is for the complete job aper Drawing and direction of Engineer. |
| 36 | Providing and marking of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms/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 in all respects. The job includes marking of centre line, shoulder line, edge line, zebra crossing marking, arrows and dashesmarking at the junctions as per Technical Specifications Clause 803.4 complete in all respect and as per approval of the Engineer-in-Charge. |
| 37 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made o encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means oproperly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)(1) 90 cm equilateral triangle |
| 38 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made o encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means oproperly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)(2) 60 cm equilateral triangle |
| 39 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made o encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means oproperly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)(3) 60 cm circular |
| 40 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made o encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means oproperly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)(4) 60 cm x 50 cm rectangular |
| 41 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made o encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means oproperly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)(5) 60 cm x 60 cm square |
| 42 | Providing and fixing of retro- reflectorised cautionary, mandatory and informatory sign as per IRC :67 made o encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 1.5 mm thicksupported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means oproperly designed foundation with M25 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing)(6) 75 cm high octagon |
| 43 | Type-A, \\"W\\" :Metal Beam Crash Barrier (Providing and erecting a \\"W\\"metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beamrail, 70cm above road/ground level, fixedon ISMCseries channel vertical post,150x75x5mm spaced 2m centre to centre,1.8m high, 1.1m 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 spacerof channel section150x75x5mm,330 mm long complete as per clause 811) |
| 44 | Road Markers/Road Stud with Lense Reflector (Providing and fixing of road stud 100x100mm, die cast in aluminium, resistant tocorrosive effect of saltand grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling hole 30 mm up to a depth of 60mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS 873 part 4:1973) |
| 45 | Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of limeincluding cost of material, labours and all T&P as directed by engineer in chargeAvg.Dia<50 Cm |
| 46 | Applying 2 coats of lime and geru on trees (1.2m height of which 0.90m of geru and 0.3m patta of limeincluding cost of material, labours and all T&P as directed by engineer in chargeAvg .Dia>50 Cm |
| 47 | Repair of steel Railing (Repair of steel railing to bring it to the original shape) inlcuding cutting,welding & two coats of oil painting |
| 48 | Hire charges for tractor with trolly / blade on front and cultivator on back including Diesel, oil, operator, helpeetc. comp. for earth work, carriage, removal of debris etc. |
| 49 | Hire charges for JCB/ Hydraulic Excavator / Hitachi or equivalent machine / Crawler Mounted Excavator (Bucket Capacity > 1.0 cum) for removal of Earth, debris, trees, plants, advertisement hoarding and other civilwork etc. comp. including charges of operators, POL etc. upto 0.9 cum bucket |
| 50 | Supplying labour per day at site of work for different type of work as directed (with tools and plants) |
| 51 | Painting on Steel Surfaces (Providing and applying two coats of ready mix paint of approved brand on steel surface after through cleaning of surface to give an even shade) |
| 52 | Direction and Place Identification signs upto 0.9 sqm size board. (Providing and erecting direction and place identification retro-reflectorised sign asper IRC:67 made of encapsulated lens type reflective 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) |
| 53 | Providing and marking of hot applied thermoplastic compound 5.0mm thick including reflectorising glass beads @ 250 gms/sqm area, thickness of 5.0 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 in all respects. The job includes marking of centre line, shoulder line, edge line, zebra crossing marking, arrows and dashes marking at the junctions as per Technical Specifications Clause 803.4 complete in all respect and as per approval of the Engineer-in-Charge. |
| 54 | Direction and Place Identification signs with size more than 0.9 sqm size board. (Providing and erecting direction and place identification retro reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2mm thick with area exceeding 0.9sqm supported on a mild steel angle iron post75mm x 75mm x 6mm, 2Nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing) |
| 55 | Drainage spout complete as per drawing and technical specification |
| 56 | Guniting concrete surface with cement mortar applied with compressor after cleaning surface and spraying with epoxy complete as per techinical specification |
| 57 | Traffic Cone (Provision of red fluorescent with white reflective sleeve traffic cone made of low density polyethylene (LDPE) material with a square base of 390 x 390 x 35 mm and a height of 770 mm, 4 kg in weight, placed at 1.5 m interval, all as per BS 873) |
| 58 | Village name/ Bump Ahead sign :-Providing and fixing sing boards made out of 2mm aluminium sheet; size 90 x 60cms. rectangle as as per the design of IRC-67-1977 pre treated with phospheting process & acid etching; coated with one coat of epoxy primer and two coats of best quality epoxy paint; reflectorised with retro refiective sheeting as per latest M.O.S.T. Specifications; Letters and numerals should be as per IRC-30-1968, 3.1m long (2 nos) stand post and frame fabricated from suitable size iron angle of 50 x 50 x 5mm painted with best quality epoxy coatings in black and white bends. the details of symbol or inscription / numerals for each board shall be as per the instruction of engineer in charge. The fixing at site shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for each leg. including excavation curing etc. complete under the supervision of engineer in charge.(A) Engineer Grade(VR)... |
| 59 | Providing and fixing guard stone as per I.R.C. type design including white washing etc. complete.(ii) Fixing in C.C. 1:5:10 |
| 60 | Providing flood gauge marks on substructure as per design including painting complete. |
| 61 | Providing and fixing pre-cast Rubber Dye / steel Dye inter locking concrete block 60mm thick with grade of concrete M300 pnumatic compressed / vibrated mechanically and as per approved design Confirming to IS 15658 : 2006 including 35 mm Sand layer for levelling and filling the joint with sand in proper line and level as per guidlines of IRC : SP 63-2018 etc. Complete. |
| 62 | Provision of an Reinforced cement concrete crash barrier at the edges of the road, approaches to bridge structures and medians, constructed with M-20 grade concrete with HYSD reinforcement conforming to IRC:21 and dowel bars 25 mm dia, 450 mm long at expansion joints filled with pre-moulded asphalt filler board, keyed to the structure on which it is built and installed as per design given in the enclosure to MOST circular No. RW/NH - 33022/1/94-DO III dated 24 June 1994 as per dimensions in the approved drawing and at locations directed by the Engineer, all as specified) M 25 grade concrete |
| 63 | Provision for 1% Contingency charges Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 14, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 27, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 5 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 6 daysTender Documents
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