Tender For Improvement To Mangasuli-Lakshmeswar (Sh-73) Road From Km.29.33 To 31.73 Of Raibag Taluk,Raibag Constituency Of Belagavi Disrict
Tender Value
1.63 Crore
Estimated cost
Bid Submission
11 Nov 2026
14 days left
EMD
2.44 Lakhs
Bank guarantee accepted
Document Fee
4850
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Belagavi → Karnataka
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Improvement To Mangasuli-Lakshmeswar (Sh-73) Road From Km.29.33 To 31.73 Of Raibag Taluk,Raibag Constituency Of Belagavi Disrict
BOQ
| Sl. No. | Item Description |
| 1 | ROAD , CC Drain and CD |
| 2 | Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000 meters including removal and disposal of top organic soil not exceeding 150 mm in thickness.including all labour, usage charges of all machinery etc., complete. (for new roads),In area of light jungle - By Mechanical Means using Dozer\\" As per direction os Engineer in charge |
| 3 | Providing and applying tack coat with VG-10 grade bitumen using bitumen pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom & dusting by air compressor and spraying including cost of all materials, labour, usage charges of all machinery, loading & unloading etc., complete, execpt lead for bitumen. (Lead charges included in Rate analysis) (As per direction os Engineer in charge) |
| 4 | Providing and laying dense graded bituminous macadam with higher capacity batch type HMP using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder at 4.5 percent 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 including cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat- 50-75 mm compacted thickness.(Lead charges included in Rate analysis) As per direction os Engineer in charge |
| 5 | Providing and laying bituminous concrete with higher capacity batch type hot mix plant using crushed aggregates as per table 500-7 of specified grading premixed with bituminous binder VG-30 paving bitumen as per clause 504.3.1 complying with IS-73-2013 of specified grading, premixed with bituminous binder @ 5.4 percent of mix and filler @2% by weight of agregate, 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 cost of all materials all labour, usage charges of all machinery all lead, lifts, loading, unloading stacking transporting etc., complete, except lead for bitumen, with a lead of mixed material upto 1 km, excluding cost of primer/ tack coat - 30-40 mm compacted thickness. (Lead charges included in Rate analysis) As per direction os Engineer in charge |
| 6 | Construction of sub-grade and earthen shoulders with approved material obtained from borrow pits, transporting to site, spreading, grading to required slope and compacted to meet requirement of table No. 300-2 laid in layers not exceeding 250 mm thick and compacting it by mechanical means after adding water to its OMC, so as to achieve 97% compaction of maximum dry density and finish the surface to the required camber, grade and cross section etc., speading, grading by motor grador, consolidation by roller including all lead, lifts, loading, unloading, all labour, usage charges of machinery etc., complete. (New road formation) As per direction os Engineer in charge |
| 7 | Construction of unlined surface drains of average cross sectional area 0.40 sqm in soil to specified lines, grades, levels and dimension to the requirement of clause 301 and 309. Excavated materail to be used in embackment within a laod of 1000 meters including all labours, load, unload, usage charges of all machinery etc., complete. Ref. to MoRT&H Specification 309. (A) Mechanical Means As per direction os Engineer in charge |
| 8 | Road marking with Hot applied Thermoplastic compound with Reflectorising glass beads on bituminous surface providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectiorising glass beads at 250gms per 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,including, barricading , traffic diversion as per IRC- 3, cleaning the surface of dirt, dust and other foriegnmatter, demarcation at site, traffuc control, cost of all materials all labour lead, lifts, loading, unloading transporting etc., complete.Ref. to MoRT&H Specification 507 (2.5mm thick) As per direction os Engineer in charge |
| 9 | Supplying & Fixing of Molded Shank Raised Pavement Markers / Cat's Eye made of polycarbonate and ABS moulded body and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face and shall support a load of 16000 kg tested in accordance to ASTM D 4280 Type H and complying to Specifications of Category A of MORTH Circular No RW/NH/33023/10-97 DO III Dt 11.06. 1997. The height, width and length shall not exceed 50 mm, 100 mm and 102 +/- 2 mm and with minimum reflective area of 13 cm2 on each side and the slope to the base shall be 35 +/- 5 degree. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2 mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kg. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the engineer.The contractor shall submit a two year warranty As per direction os Engineer in charge |
| 10 | Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm thick Aluminium sheeting vide clause 801.3, 4mm thick aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing cost of all materials all labour, lead, lifts,loading, unloading transporting etc., complete. A-(ii) 90 cm equilateral Triangle As per direction os Engineer in charge |
| 11 | Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm thick Aluminium sheeting vide clause 801.3, 4mm thick aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing cost of all materials all labour, lead, lifts,loading, unloading transporting etc., complete A-(vi) 90 cm Circular As per direction os Engineer in charge |
| 12 | Providing and fixing of retro-reflectarised cautionary ,mandatoryand informatory sign as per IRC:67 made of class B Type IV retro reflective sheeting fixed over 2mm thick Aluminium sheeting vide clause 801.3, 4mm thick aluminium composite material sheet including lettering depending on the size of the sign fixed over back support frame of min 25x25x3mm angle mounted on a mild steel circular pipe 65NB 3.60mtrs high (min effective height 1.30 mtrs) ,3.2mm thickness firmly fixed to the ground by means of properly designed foundation with M 25 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing. The sign shall be maintained as per section 12 of IRC 67,as per clauses including curing cost of all materials all labour, lead, lifts,loading, unloading transporting etc., complete. A-(x) 80cm x 60cm Rectangular As per direction os Engineer in charge |
| 13 | Providing and erecting Project Disply board of size 1.80 vertical x 1.6 M Horizontal made of Cold Rolled Coil Sheet 16 Guage (1.6 mm thickness) sheering sthrenghtened by welding to MS angle of size 35x 35x5 mm iron framework on all sides, extra cross vertical angle fixed using nuts and bolts, base of the board shall be cleaned, applying red oxide and black paint by sprayer on both side of the board and all MS iron framework, background of the facing side of the board painting in traffic yelloew, project information written in englisgh /kannada/ hindi , painting letters and numbers in black fixed on a mild steel angle iron post 75mm x75mm x 6mm, 2nos. firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45 cm x45cm x 60 cm, 60cm below ground level and the board 2.8 m from ground level as per apprved drawing ( excluding cost of lattering ) including cost of all materials all labours, lead, lifts, loading, unloading transporting etc., complete As per direction os Engineer in charge |
| 14 | Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2 m centre to centre, 1.8 m high, 1.1 m 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 spacer of channel section 150 x 75 x 5 mm, 330 mm long complete as per clause 811, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. 2. Type-B,''THRIE'':Metal Beam Crash Barrier As per direction os Engineer in charge |
| 15 | Road Delineators Supplying and installation of delineators (road way indicators, hazard markers, object markers), 80-100 cm high above ground level, painted black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 and the drawings, including cost of all materials all labour, lead, lifts, loading, unloading transporting etc., complete. As per direction os Engineer in charge |
| 16 | Network Survey Vehicle (NSV) attached with SUVData collection of Longitudinal profiling (International roughness Index). Transverse profiling (Rut depth) Pavement texture in terms of Mean proffile depth, Road Geometry data, (Cross slope, gradient, curvature), GPS Coordinates (X, Y, Z) viz longitudinal, latitude & altitude, Video Imaging for Road side furnitures / Road assets and Video imaging for pavement surface Distress and reports.Note:(i) Average distance has been considered 300km for mobilisation at working site and same for demobilisation.(ii) Speed of vehicle 40km/hr, has been considered. (iii) The survey speed shall be within 30 to 80 kmph As per direction os Engineer in charge |
| 17 | CC Drain And Other 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, including all labour, material, usage charges of machinery, lead, lifts, loading, unlodaing, etc., Complete. Ordinary soil by Mechanical means (Depth upto 3m) As per direction os Engineer in charge |
| 18 | Providing & Laying 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, including cost of all materials all labours, usage charges of all Machineries, lead, lifts, loading, unloading transporting etc., complete As per direction os Engineer in charge |
| 19 | Supplying, Fitting and Placing un-coated TMT Fe-500 grade bar reinforcement in Foundation complete as per drawing and technical specifications including cost of all labour, materials, usage charges of machinery, fabrication charges, straightening bars, cutting, bending, hooking, binding with approved quality binding wire, after placing in position, tyeing, lapping and / or welding where ever required (laps, hooks and wastages shall not be measured and paid) with all lead, lifts, loading , unloading, Transporting, stacking neately etc.,complete As per direction os Engineer in charge |
| 20 | Providing and laying Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specification for pipe culvert complete as per Drawing and technical specifications, including cost of all materials, formwork, centring, vibrating, compacting,all labour,usage charges of machinery, lead, lift, loading, unloading, transporting, stacking, curing, finishing the exposed faces etc., complete (excluding cost of steel and fabrication charges) (C-Case-II) RCC Grade M-20 using batching plant transit mixer & manual placing As per direction os Engineer in charge Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Oct 12, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedNov 11, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 14 daysNov 12, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 15 daysTender Documents
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