Tender Notice No.14/2025-26/HDO/NH/Date 17.12.2025

Providing and applying Tack Coat over Existing bituminous surface using 2Kg of Bitumen Emulsion (RS-I type) per 10 sqm for preparatory to another bituminous over it including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc.,Complete as per clause 503 of MORTH Rev.5

Providing and applying Tack Coat over Dry Lean Cement surface using 3Kg of Bitumen Emulsion (RS-I type) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinery,fuel and all other incidental charges etc.,Complete as per clause 503 of MORTH Rev.5

Providing and laying 50mm thick bituminous macadam using course aggregate and VG30 bitumen which shall consist of construction in a single course base / binder course confirming to the specification on a previously prepared base ( using mini hot mix plant and Power Roller ) including cost of material,labour charges , rentals for machinery, fuel and all other incidental charges etc., complete as per clause 504 MORTH Rev-5 (For Patch works)

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.24cum of 26.50-13.20mm, 0.25cum of 13.20-2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20-30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thicknessof 50mm using paver to the specified grades and cross sections and compacted by Vibratory / PneumaticRoller to the required density etc., including labour for attending to paver at site etc., including hire andfuel charges for 20-30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5Providing and laying Dense Bituminous Macadam which work shall consist of construction, using crushed aggregates, (Table 500-10)premixed with VG 40 Grade Bitumen at the rate of minimum 4.00% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BM (Grade-II ) as per MORTH No. 111, 112, 505, 900

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP wi

Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5-13.2mm, 0.24 cum of 13.20-2.36mm and 0.26 cum of 2.36 and below IRC HBG metal with 62.40kgs of VG40bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site,heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants,removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification. For making up of low berms with conveyance.

Construction of Box Culvert at Km 6/2

Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for Foundation for Box culvert and Return Wall as per MORTH 111, 112, 202, 301 to 305 & 900

Vibrated Cement Concrete of grade M15 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OF BOX CULVERT AND RETURN WALL as per MORTH 1000, 1500, 1700 & 2100

Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100

Providing and Fixing weep holes 100mm dia Class I PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT as per MORTH 2700, 2075 & 2706

Supply and Fabrication of steel Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V)

Vibrated Cement Concrete of grade M20 (Nominal Mix ) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete of M20 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for footing of return wall as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete of M20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Stem of return wall as per MORTH 1000, 1500, 1700 & 2100

Construction of Culvert at Km 7/10

Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for Foundation for Box culvert and Return Wall as per MORTH 111, 112, 202, 301 to 305 & 900

Vibrated Cement Concrete of grade M15 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OF BOX CULVERT AND RETURN WALL as per MORTH 1000, 1500, 1700 & 2100

Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100

Providing and Fixing weep holes 100mm dia Class I PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT as per MORTH 2700, 2075 & 2706

Supply and Fabrication of steel Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V)

Vibrated Cement Concrete of grade M20 (Nominal Mix ) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete of M20 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for footing of return wall as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete of M20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Stem of return wall as per MORTH 1000, 1500, 1700 & 2100

Reconstruction of Culvert at Km 8/10

Earthwork excavation in all classes of soils depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as shoring, bracing, and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilling, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation for Foundation for Box culvert and Return Wall as per MORTH 111, 112, 202, 301 to 305 & 900

Vibrated Cement Concrete of grade M15 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for BASE COURSE OF BOX CULVERT AND RETURN WALL as per MORTH 1000, 1500, 1700 & 2100

Vibrated Reinforced Cement Concrete of M25 (Design Mix) using 20mm HBG graded Metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrications of steel at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100

Providing and Fixing weep holes 100mm dia Class I PVC Seepage Pipes of required length for abutment and wings, including cost and conveyance of all materials to work site, cost and labour for 900mm dia semi-spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the backfill FOR BOX CULVERT as per MORTH 2700, 2075 & 2706

Supply and Fabrication of steel Grade Fe-500 at site required for all RCC items of works involved in the schedule including cost of steel at site, cost of fabrication, labour charges for cleaning the bars, straightening, cutting, bending, tying grills, including over laping to the required length wherever necessary, hoisting and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete. for BOX CULVERT as per section 1009.3 & 1600 of MORT&H Specifications(Rev-V).

Vibrated Cement Concrete of grade M20 (Nominal Mix ) using 40 mm ISS size HBG graded Metal including cost and conveyance of all materials to site and including cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working on height, hire charge for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for PARAPET FOR BOX CULVERT as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete of M20 (Nominal Mix ) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for footing of return wall as per MORTH 1000, 1500, 1700 & 2100

Vibrated Cement Concrete of M20 (Nominal Mix) using 40mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, hire charges for all tools and plants and all other incidental charges etc., complete as per relevant standard specifications for Stem of return wall as per MORTH 1000, 1500, 1700 & 2100.

Providing Road Furnitures

Providing and laying of hot applied Thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms 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 etc., complete as per MoRT8H specification No. 803

Providing and fixing reflective road studs of 'category A’ Raised pavement markers made out of poly carbonate / methyl methacrylate/ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro reflectance and chromaticity Values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/ NH. 33023/10/ 97-DO. III dt 11.06.97. The height, width and length shall not be less than 15 mm, 90 mm and 100 mm and with minimum reflective area of 13 Sq.cm on each side and the slope to the base shall be 35 +/- 5 degree. Each reflector shall have a CIL not less than values specified in Table 2 of said MORTH circular. The strength of detachment of the integrated cylindrical shanks, (of diameter not less than 19 +/- 2mm and height not less than 30+/- 2 mm) from the body is to be a minimum value of 500 Kgf. 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 marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MoRT&H specification 804 etc., complete

60 cm equilateral triangle

60 cm circular

90 cm octagon

th bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Providing and erecting single sided Double Guard Metal Beam Crash Barrier System 1.80m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR coils conform to IS 5986 Fe 410/360 and hot dip galvanzied having zinc mass of 550 gms/sqm minimum 95cm above road/ ground level. fixed on ISMC series channel vertical post 150x75x5mm spaced 2mtr centre to centre 312mm x 83mm flange width 3mm thick 4318mm long post directly embedded in the concrete (M15) pit size : 350x350x800mm for a length of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specifications and as directed by the Engineer-in-charge.

Running meter

Supplying and installation of delineators (road way indicators, hazard markers and object markers),80-100 cm high above ground level, painted at alternatively 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 etc., complete (as per MoRT&H specification No. 806)

Supply and fixing of Kilometre stone of standard design and drawing as per IRC:8-1980 (second revision),including painting and numbering etc., and all other incidental charges etc., complete.

Supply and fixing of HM stone of standard design and drawing as per IRC:26-1967, including painting and numbering etc., and all other incidental charges etc., complete

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items (excluding GST)

GST 18% for above SubTotal Amount