Tender For Rehabilitation Of Mandi Gagal Chail-Chowk Janjehli Road Mdr-24 Km 0/000 To 83/000 (Sh:- Reconstruction And Restoration Of R.O.F.D., Metalling And Tarring, Protection Work, Cross Drainage Work (In. Hpc, Box Culvert, Slab Culvert) , Road Sid
Tender Value
25.84 Crore
Estimated cost
Bid Submission
28 Jul 2026
19 days left
EMD
51.69 Lakhs
Bank guarantee accepted
Document Fee
30000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Mandi → Himachal Pradesh
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Rehabilitation Of Mandi Gagal Chail-Chowk Janjehli Road Mdr-24 Km 0/000 To 83/000 (Sh:- Reconstruction And Restoration Of R.O.F.D., Metalling And Tarring, Protection Work, Cross Drainage Work (In. Hpc, Box Culvert, Slab Culvert) , Road Side Drain, Road Furniture And Dumping Structure Due To Torrential Rain And Cloud Burst At Various Stretches From Km 45/000 To 63/000 (Portion -2) (Under - Crif)
BOQ
| Sl. No. | Item Description |
| 1 | Excavation in soil in, hilly areas, in all heights and depths, in all kinds of soil including saturated soil comprising of mixed soil, ordinary rock and hard rock. All work of rock cutting by blasting shall be carried out by taking all necessary precautions against soil erosion, damages to hill side, water pollution etc. and to protect stability of hill side. Rock shall be excavated with chiseling and wedging out of rock (where blasting is prohibited). All earth work in cutting/excavation including rock excavation shall be carried out true to lines, grades, side slopes, width, camber, super-elevation and levels as shown on the drawings and as directed by the Engineer-in-Charge in conformity with the requirement of MoRT&H technical specification 300 to achieve designed formation width including hauling and stacking of materials useful for construction at suitable sites safe manner and disposal of all surplus material to the approved dumping sites through all modes of transportation including head load and animal transport and mechanical means along with its leveling, fine dressing and carriage of machineries, tools, equipment’s and safety measures and other incidentals necessary to complete the work by mechanical means and labour if required. During the mobilization period, contractor should take the advanced x-sec in 15 m (fifteen metre) interval of whole road length in the presence of Engineer-in-charge or his representative. In case the advanced x-section has been taken in the presence of Engineer-in-Charge representative, in that case the same has to be got approved from Engineer-in-Charge. The land for dumping sites shall be arranged by the contractors himself and nothing extra shall be paid on this account, filling of unevenness blind age and finishing of the road to specified dimensions or as directed by the Engineer-in-charge for smooth riding. The recovery for stones, whether useful or 1039.60 (One thousand thirty nine point sixty) cubic metre at the rate of Rs 350/-only (Rupees three hundred fifty only) per cubic meter amounting to Rs. 3,63,861.00 only shall be effected on prorata basis in all circumstances. Any loss to the public and private property during the course of excavation shall be the absolute responsibility of the contractor, which shall have to be duly compensated by him in all cases. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 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 Tables 300.2 as per MoRT&H Technical Specification section 305 complete and as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 3 | Scarifying the existing bituminous road surface to all depth and disposal of scarified material with in all lifts and lead complete as per drawing and Technical specification MoRT&H Clause 305.4.3 and section 305 as per direction of Engineer-in-Charge including carriage of materials with-in all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 4 | Providing pulverizing, spreading, milling, and mixing of chemical additive at the appropriate rate as per job mix design in accordance IRC:SP-72-2015, IRC:37-2018 & IRC : SP-89 (Part-II) 2018. Cementitious additive @ rate of 5% (five percentege) of mix and 850 to 1000 ml/cum (eight hundred fifty to one thousand mili litre per cubic meter) soil stabilizer additives (Organosilane Nanotechnology and Nano acrylic copolymer each) should be Mixed in RMC (Required Moistur Content, OMC-NMC) water and cement spred on the reclaimed existing pavement material using a mobile truck-mounted container/cement spreader with microprocessor-controlled weighing and spreading system.The Cement spreader shall have variable working width sufficient to cover width of pavement lane. The in-situ stabilization process shall be carried out by a mobile and self-propelled stabilizer/reclaimer of working width of 2.4 m (two point four meter) and with minimum engine horsepower 440 KW (four hundred forty kilowatt) with a variable working depth up to 50 cm (fifty Centimeter). The resultant stabilized mix then would be profiled to the required grade, level, and thickness using motor grader and properly compacted using 20 (twenty) -tonne padfoot roller in combination with smooth wheel roller to achieve desired density as per IRC:37-2012 & 2018 and complete in all respects including curing with water as required including all materials, labour, and machinery etc. The entire in-situ process would be carried out in single pass required including pulverizing of damaged asphalt pavement/soil/aggregate/soil-aggregate mixture to the desired depth and with simultaneous addition of additives and water with machine-integrated spray bars fitted on the wheeled self-propelled vibratory padfoot roller to achieve the desired proctor density in all respects.The tandem roller should be followed by pneumatic tyre roller. The unconfined compressive strength (UCS) of stabilized sub-base/base should be 4.5 to 7 MPa (four point five to seven mega pascal) between 7/28( seven to twenty eight) days of curing as per IRC:SP-72-2015, IRC:37-2012 & 2018 (also stabilized aspects of wet cycles of stabilized sub-base should be satisfied as per IRC:37-2012 & IRC SP-89 (Part-II) 2018. The gradation mixes and materials should be as per IRC:37-2012 & 2018 and IRC SP-89 (Part-II) 2018. The train of equipment to be used are binder spreader-water tanker-Additive truck-Recycler-Padfoot roller (20 (twenty) tonne)-Single drum compactor-Grader-Tandem roller-Pneumatic tyre roller 20 (twenty) tonne capacity, including carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 5 | Providing and applying Primer Coat with bitumen emulsion (SS-1) mixed with OrganoSilane Nanotechnology based water soluble compound (TerraPrime) in the ratio of 1KG (one kilo gram) of organosilane compound (Terra Prime) : 200 Ltrs. (two hundred litre) of Water : 100 Ltrs (one hundred litre). of Bitumen Emulsion SS1 on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 1.0 kg/sqm (one kilogram per square meter) using mechanical means as per drawings and MORD Technical Specification Clause 502. and as per the entire satisfaction including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 6 | Providing and laying stress absorbing membrane Interlayer SAMI/ Bitumen impregnated geotextile layer after clearning of the road surface geotextile conforming to physical requirements of clause 703.3, laid over a tack coat of paving grade bitumen 80-100 (eighty to one hundred) penetration, laid at the rate of 1.05 kg/sqm (one point zero five kilo gram/square meter) over thoroughly cleaned and repaired surface to provide a water resistant memberane and crack retarding layer paving fabric to be free of wrinkling and folding and to be laid before cooling of tack coat, brooming and rolling of surface with pneumatic roller to maximise paving fabric contact with pavement surface, including carriage of material with in all leads lifts and other incidentals and as per direction of Engineer in Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 7 | Providing and applying water soluble \\"Nanotac\\" organo silane nanotechnology (for bitumen emulsion application, IRC approved) with cationic bitumen emulsion RS1 and water (<1000 ppm TDS) (less then one thousand parts per million total dissolved solids) in the ratio of 1.4 kg (one point four kilogram) silane : 100 kg (one hundred kilogram) cationic bitumen emulsion : 100 litre (one hundred litre) water . (Take 1.4 kg (one point four kilogram )of silane nanotechnology and add in 100 (one hundred) liter water while filling water in tanker/drum and then add 100 kg (one hundred kilogram) cationic bitumen emulsion under circulation.) Mix the solution completely. Spray the solution at the rate of 0.275 (zero point two seven five) kg( Kilo gram) per square meter on the prepared bituminous surface cleaned with Hydraulic broom as per drawings and MoRD Technical Specification Clause 503. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 8 | Providing and laying 40 mm (Forty milimeter) thick bituminous concrete with 100-120 TPH (one hundred to one hundred twenty tonne per hour) batch type hot mix plant producing an average output of 120 (one hundred twenty) tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder VG-30 (thirty) @ 5.50 (five point fifty) per cent of mix and filler using Nano-Technology Based Organo Silane Compound (Zycotherm) @ 0.1% (zero point one per cent) by the weight of bitumen for enhanced performance, durability and waterproofing, 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 specification section 507. complete in all respects. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 9 | Design, providing construction drawings, providing methodology of Reinforced Soil wall structure using 50 mm (Fifty milimeter) wide GeoStrap made of polyester yarns and encapsulated in LLDPE sheathing including supply of galvanized welded steel grid panels facia made from fusion welding of minimum 8mm (eight milimeter) diameter bars having tensile strength ≥ 450 N/mm2 (grater then equal to four hundred fifty newton per milimeter square) and hot-dip galvanization of minimum 500 grams/sqm (five hundred grams per square meter), aperture size of 100 x 100mm (one hundred into one hundred milimeter) and tensile strength of mesh ≥ 226 kN/m (grater then equal to two hundred twenty six kilo newton per meter) (Long term design strength for 100 years ≥ 123 kN/m (one hundred years grater then equal to one hundred twenty three kilo newton per meter)), connection shear strength of mesh ≥ 100 kN (grater then equal to one hundred kilo newton), supply and fixing of galvanized steel mechanical connectors (500 grams per sqm (five hundred grams per square meter) hot-dip galvanization) with connection strength between GeoStrap and mesh ≥ 50kN (grater then equal to fifty kilo newton) and supply of geocomposite drain & drain cells wrapped with NWGT & non-woven TerraTextile as per the Bill of Quantity, drawings and technical specification of Reinforced Soil technology. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 10 | Installation of Reinforced Soil wall structure with laying of levelling pad, including all machineries, equipments, labours, tools and tackles, lead and lift complete as per construction drawings, Technical Specification and project requirement. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 11 | Providing and placing of 120 mm (one hundred twenty milimeter) to 150 mm (one hundred fifty milimeter) rectangular shaped or broken boulders in front of the Soil wall Structure (average thickness 400 mm (four hundred milimeter) complete as per technical specification and drawing including all leads, lifts, equiment, tools, tackles, manpower, equiment, machineries, royalty, taxes, all complet. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 12 | Earth work in excavation of foundation for all type of road structure for Emergency work such as retaining walls,Breast walls,Box culverts, HPC and Slab Culverts, drains and parapets etcetera. in all types of classification of soil comprising of ordinary soil ,ordinary rock and hard rocks, chiselling/wedging out of rock (where blasting is prohibited) as per drawing and Technical specifications MoRT&H section 304 and as per direction of Engineer -in -Charge including setting out, shoring and bracing, removal of stumps and other deleterious material and disposal of material up to any lead and upto any lift, including dressing of sides and bottom and back filling in trenches with excavated suitable material to the orignal surface in layers not exceeding 150 mm (one hundred fifty milimeters) compected thickness including sorting and sturting and pumping and bailing out water (surface and sub soil water) up to all depth or any quantum of water including cleaning of slush which may arise out during dewatering as per the direction of Engineer-in-Charge and including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 13 | Providing and laying Concrete mechanically mixed and vibrated mix for Plain/Reinforced Cement Concrete in Open Foundation PCC M15 (Fifteen) complete as per drawing and Technical Specifications MoRT&H section no. 1500, 1700 & 2100 nominal mix including carriage of all labour, equipments and materials to various location through all modes of transportation including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 14 | Providing and laying of filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm (six hundred milimeter) with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification MoRT&H 710.1.4 and IRC:78 and clause 2504.2. including entire carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 15 | Providing weapholes in brick masonry / stone masonry /plain reinforced concrete abutment, wing wall, return wall with 100 mm (one hundred milimeter) dia PVC pipe extending through the full with of the structures with slop of 1(v):20(H) (one vertical: twenty horizontal) towards draining face complete as per drawing and technical specification MoRT&H section 2706 & 2200. including entire carriage of materials within all leads lifts and other incidentals and as per satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 16 | Providing and construction of a gabian structure for Protection work and Emergency work retaining earth with segments of wire crates of size 7 m x 3 m x 0.6 m (seven into three into zero point six meter) each divided into 1.5 m (one point five meter) compartments by cross netting, made from 4 mm (four milimeter) galvanised steel wire @ 32 kg (thirty two kilogram) per 10 sqm (ten square meter) having minimum tensile strength of 300 Mpa (three hundred mega pascal) conforming to IS:280 and galvanizing coating conforming to IS:4826, woven into mesh with double twist, mesh size not exceeding 100 x 100 mm (one hundred into one hundred milimeter), filled with boulders with least dimension of 200 mm (two hundred milimeter), all loose ends to be tied with 4 mm (four milimerter) galvanised steel wire as per drawings and MoRT&H specification clause 2503.3 and as per direction of Engineer-in-Charge including entire carriage of materials within all leads lifts and other incidentals . The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 17 | Providing and laying concrete mechanically mixed and vibrated mix for Plain/Reinforced Cement Concrete in Sub Structure PCC M15 ( fifteen) complete as per drawing and Technical Specifications MoRT&H section No. 1500, 1700 & 2200 Nominal mix including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and other incidental charges as per entire satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 18 | Providing and laying cement concrete mechanically mixed and vibrated mix for Plain/Reinforced Cement Concrete in Sub Structure PCC M20 (twenty) using batching plant transit mixer & Concrete pump complete as per drawing and Technical Specifications MoRTH section 1500,1700 & 2200 Nominal mix including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and other incidental chargesas per entire satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 19 | Providing and laying Concrete mechanically mixed and vibrated mix for Plain/Reinforced Cement Concrete in Sub Structure RCC Grade M20 (twenty) using batching plant transit mixer & Concrete pump complete as per drawing and Technical Specifications MoRT&H section 1500,1700 & 2200 Nominal mix including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and other incidental charges as per entire satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 20 | Supply of Precast Segment of Size - 2X2 (two into two) with 2m (two meter) length each along with design, drawing, construction methodology, Supply of moulds (returnable) and accessories for Precasting ,also concrete and reinforcement steel along with providing technical assistance during precasting and installation activities. Supply of tools and tackles installation accessories as per Terre Armee (Reinforced Earth India's Pvt Ltd) scope of work. This is including supervision during installation simultaneously and subsequetly during said period of installation. Apart from Supervision Trailers and Mobile Crane machinary are in main client's scope. Installation labour in scope of main client (All Cost are included in the quotation) including carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 21 | Providing and laying Reinforced cement concrete pipe NP4/(Non pressure four) 1000 mm dia (One Thousand millimeter dia) prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 (one cement : two sand) but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets specifications MoRT&H section 2900 as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 22 | Back filling with granular material behind retaning walls, abutment wing wall and return wall complete as per drawing and MoRT&H. specification clause 710.1.4 and IRC:78 and section 2200 and as per direction of Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals . The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 23 | Providing and laying Concrete mechanically mixed and vibrated mix for Plain/Reinforced Cement Concrete in Super Structure RCC M25 (twenty five) using batching plant transit mixer & Concrete pump complete as per Drawing and Technical Specifications MoRT&H section 1500,1700 & 2300 Nominal mix including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and other incidental chargesas per entire satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 24 | Plain cement concrete 1:3:6 (one cement : three sand :six graded crushed stone aggregate) nominal mix in foundation with crushed stone aggregate, placed in foundation and compacted by vibration including curing for 14 (fourteen) days complete as per drawing and Technical Specifications MoRT&H section 2100 & 2200 including carriage of all labour, equipments and materials to various location through all modes of transportation in all leads lifts and other incidental charges as per entire satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 25 | Supplying, fitting and placing HYSD bar reinforcement in Super structure complete as per drawing and technical specifications MoRT&H section 1600 & 2300 including carriage of materials with in all leads lifts and other incidental chargesas per entire satisfaction and direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 26 | Providing and laying drainage Spouts complete as per drawing and Technical specification MoRT&H section 2700 as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 27 | Providing and laying Flooring rubble stone laid in cement mortar 1:3 (one cement :three sand) complete as per drawing and Technical specifications MoRT&H Section 2500 laid over cement concrete bedding as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 28 | Providing and laying Semi Circular Pipe NP3 (Non-Pressure three) 600 mm (six hundred milimeter) Dia laid over cement concrete bedding as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 29 | Providing and Fixing Reinforced cement concrete M15 (fifteen) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc Ordinary kilometer stone (precast) as per drawings and technical specification MoRT&H Section 805 and as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 30 | Providing and Fixing Reinforced cement concrete M15 (fifteen) grade kilometre stone of standard design as per IRC:8-1980, fixing in position including painting and printing etc 5th (fifth) kilometer stone (precast) as per drawings and technical specification MoRT&H Section 805 and as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 31 | Providing and Fixing Reinforced cement concrete M15 (fifteen) grade kilometre stone of standard design as per IRC:26-1980, fixing in position including painting and printing 200 m (two hundred meter) stone (precast) as per drawings and technical specification MoRT&H Section 805 and as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 32 | Type - A, \\"W\\" : Metal Beam Crash Barrier:Providing and erecting a \\"W\\" metal beam crash barrier comprising of 3 mm (three milimeter) thick corrugated sheet metal beam rail, 70 cm (seventy centy meter) above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm (one hundred fifty into seventy five into five milimeter) spaced 2 m (two meter) centre to centre, 1.8 m (one point eightmeter) high, 1.1 m (one point one meter) 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 (one hundred fifty into seventy five into five milimeter), 330 mm (three hundred thirty milimeter) long complete as per drawings and technical specification section 811. including carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 33 | Providing and laying of hot applied thermoplastic compound 2.5 mm (two point five milimeter) thick including reflectorising glass beads @250 gms per sqm (two hundred fifty grams per square meter) . area, thickness of 2.5 mm (two point five milimeter) is exclusive of surface applied glass beads as per IRC:35.The finished surface to be level uniform and free from streaks and holes as per drawings and technical specification MoRT&H section 803 as per direction of Engineer-in-Charge including carriage of materials within all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 34 | Providing and fixing of retro reflectorised cautionary, mandatory and informatory sign as per IRC :67 made of Class-B Type IV retro reflective sheeting fixed over 2 mm (Two millimetre) thick Aluminium sheeting vide clause 801.3, 3mm/4mm (Three millimetre/Four millimetre) thick Aluminium composite material sheet depending on the size of the sign fixed over back support frame of min 25 x 25 x 3mm (Twenty Five into Twenty Five into Three millimetre) Angle mounted on a mild steel circular pipe 65 (Sixty Five) NB 3.2 mm (Three point Two) thicknness firmly fixed to the ground by means of properly designed foundation with M25 (Twenty five) grade cement concrete 45 cm x 45 cm x 60 cm (Forty Five into Forty Five into Sixty centimetre), 60 cm (Sixty centimetre) below ground level as per approved drawing and technical specification MoRT&H Section 801 including carriage of materials with-in all leads and lifts and other incidental and as per entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, toll tax or any other imposed by the Government but excluding GST. |
| 35 | 90 cm (Ninty Centimetre) equilateral triangle |
| 36 | 90 cm (Ninty Centimetre) Circular |
| 37 | 60 cm (sixty Centimetre) Circular |
| 38 | Providing and fixing road side Single Chevron markers of height 600mm (Six Hundred millimetre) made of MS pipe of size 50mm (fifty millimetre) of 1.6 (one point six) SWG having High intensity micro prismatic reflective sheeting confirming to ASTM type-XI upto 300mm (three hundred millimetre) length Balance 300mm (three hundred millimetre) It shall be painted with synthetic enamel paint of alternate colour black & white strips. It shall be fixed with 30 x 30 x 30cm (thirty into thirty into thirty centimetre) block with cement concrete 1:2:4 (one cement isto two sand isto four graded crushed stone aggregate 20mm (twenty millimetre) nominal size complete in all respect as per specifications complete as per direction of Engineer-in-charge including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 39 | Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of high intensity grade sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm (two milimeter) thick or Aluminium composite material sheet with overall thickness of 4mm (four milimeter) with area not exceeding 0.9 sqm (zero point nine square meter) fixed over back support frame of min35 x 35 x 3mm (thirty five into thirty five into three milimeter) Angle mounted on a mild steel circular pipe 65 NB (sixty five), firmly fixed to the ground by means of properly designed foundation with M25 (twenty five) grade cement concrete 45 x 45 x 60 cm (forty five into forty five into sixty centimeter), 60 cm (Sixty centimeter) below ground level as per approved drawing and technical specification MoRT&H Section 801 as per direction of Engineer-in-Charge including carriage of materials within all leads, lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 40 | Providing and fixing hazard marker of size 900x300mm (nine hundred into three hundred millimetre) made of 2mm (two millimetre) thick aluminium sheet with back support of M.S. angle 25x25x3mm (twenty five into twenty five into three millimetre) as per clause 800 of MORT&H specifications complete board process by heat treatment process high grade sheeting or front side and provided with by post of height 1.50 mtr (one point five zero metre) made of M.S. angle 50x50x6mm (fifty into fifty into six millimetre) fixed in cement concrete 1:2:4 (one cement : two sand : four graded, crushed stone aggregate 20mm (twenty millimetre) nominal size back of size 600x600x600 (six hundred into six hundred into six hundred) as per drawings and specifications MoRT&H section 806 complete and as per direction of Engineer -in-Charge including carriage of materials within all leads, lifts and other incidental . The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 41 | Supplying and installation of delineators road way indicators, hazard markers, object markers with tape, 80-100 cm (eighty to one hundred centimetre) high above ground level, painted black and white in 15 (Fifteen) centimetres wide strips, fitted with 80 x 100 mm (eighty into one hundred millimetre) rectangular or 75 mm (seventy five millimetre) diameter circular reflectorized panels at the top, buried or pressed into the ground and conforming to IRC:79 as per MoRT&H Specifications clause 806. including carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. |
| 42 | Solar Powered Road Marker (Solar Stud): Supplying of Solar Raised Pavement Markers made of polycarbonate molded body with circular shape, solar powered, LED selt illumination in active mode, 360 (Three hundred sixty) degree illumination and reflective panels with micro prismatic lens capable of providing total intemal reflection of the light entering the lens face in passive mode. The marker shall support a load of 20000 kg (Twenty thousand kilogramme) tested in accordance to ASTM D 4280. The marker should be resistant to dust and water ingress according to IP 65 standards and should withstand temperatures in the range of 0 C to 70 C. Color of lighting could be provided in red or yellow (amber) as per requirement and typical frequency of blinking is 1 Hz (One horizontal). There should be current losses of less than 20 (Twenty) microamperes at 2.4 V (Two point Four Vertical) in sleepcharging mode to enhance the life off the marker and a full charge should provide for a minimum autonomy of 50 (Fifty) hours. The height, width and length of the marker shall not be less than 10 mm x 100 mm x 100 mm ((Ten into One hundred into One hundred) millimetre). Also, the surface diameter of the marker shall not be less than 100 mm (One millimetre) respectively. The weight of the marker shall not exceed 0.5 (Zero point Five) Kilograms. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive and complete as directed by the engineer as per approved drawing and technical specification clause 804 including carriage of materials with in all leads and lifts and other incidental and as per entire satisfaction and direction of Engineer-in-Charge. The rate is including octroi, royality, Malkana, toll tax or any other imposed by the Government but excluding GST. |
| 43 | Providing and fixing solar blinker complete as per direction of Engineer-in-Charge including carriage of materials with in all leads and lifts and other incidentals. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 44 | Providing and fixing Convex Mirror complete in all respect including carriage of material with in all leads and lifts as per direction of Engineer -in -Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government excluding GST. |
| 45 | Clearance of land slides in soil and ordinary rock by mechanical means and disposal of the same to the approved dumping site including carriage of materials within all leads lifts and other incidentals and per direction of Engineer-in-Charge. The rate is including Octroi, Royality, Malkana, Toll Tax or any other Taxes imposed by the Government but excluding GST. Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Jul 07, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedJul 28, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
Upcoming · 19 daysJul 28, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
Upcoming · 19 daysTender Documents
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