TN No 14/2025-26/HDO/NH/Dt.01.12.25

Picking the existing bituminous surface up to 50mm depth as directed by the departmental officers and collecting the picked up salvage metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other incidentel charges etc.,complete as per the standard specification as per MORTH Rev V Clause No.111,112,202,305,4.3&501

Earth work Excavation in ordinary soil and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials,tools,equipments and all bracing and them subsequent removal of all stumps and other deletories matters and trimming of bottom of excavation clearing up the site and disposal of all materials etc.,complete as per cl 304 of MORT&H specification for widening in box cutting portion

Providing and laying of granular sub base (Grade V) by providing close graded material spreading in uniform layers with motor grader on prepared surface , mixing in place method with rotavator at OMC ,and compaction with vibratory roller to achieve the desired density complete as per clause 401 MORT&H specification

Providing and laying of granular sub base (Grade III) by providing close graded material spreading in uniform layers with motor grader on prepared surface , mixing in place method with rotavator at OMC ,and compaction with vibratory roller to achieve the desired density complete as per clause 401 MORT&H specification

Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam specifiction including premixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.

Providing and applying prime coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per MORT&H Specification no.502 over prepared wmm surface

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.5 kg of Bitumen Emulsion (RS-1) per 10 sqm for preparatory to another bitumious 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 V.

Providing and laying Tack coat over Dry Lean Cement Concrete surface using 3.00 kg of Bitumen Emulsion (RS-1) 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 V.

ds and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer- in- charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) (for sign having area more than 0.9 sqm) (Type-IV)

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer- in- charge. High intensity Retro Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801 (for sign having area upto 0.9 sqm) (Type-IV)

Dense Bituminous Macadem (Table 500-17) Providing and laying Dense bituminous concrete (50 mm) with CMP using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction per MORT&H specification clause No507 complete in all respects Grading II.

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing

BC Gr-II(Table 500-17) Providing and laying bituminous concrete (30 mm) with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction per MORT&H specification clause No507 complete in all respects Grading II.

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete (50 mm) with CMP using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade -30) at percentage specified by JMF of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction per MORT&H specification clause No507 complete in all respects Grading II.

Reconstruction of Box culvert at Km 0/2 Earth work Excavation in all classes of soils except Cum hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, tumps and other deleterious matter and obstructions, trimming of bottom of excavtion.backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers.

Plain Cement Concrete of grade M15 (Nominal mix) Cum using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Vibrated Reinforced Cement Concrete of grade M25 Cum (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert

Dismantling of RR Masonry walls, clearing away cum and carfully stacking useful materials for reuse etc., complete.

Vibrated cement concrete M20 (Nominal mix) using Cum 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.

Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and CS shown in the dwg or as indicated by the Engineer for Carted Earth lead of 5km for formation of Diversion Road for 95% compacion.

Excavation including removal and satisfactory cum disposal of all materials for the construction of road way in accordance with spec and the lines,grades and CS shown in the dwg or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion

Reconstruction of Box culvert at Km 2/2 Earth work Excavation in all classes of soils except Cum hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion. backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers.

Plain Cement Concrete of grade M15 (Nominal mix) Cum using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Vibrated Reinforced Cement Concrete of grade M25 Cum (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert

Vibrated cement concrete M20 (Nominal mix) using Cum 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.

Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

Dismantling of RR Masonry walls, clearing away cum and carfully stacking useful materials for reuse etc., complete.

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and CS shown in the dwg or as indicated by the Engineer for Carted Earth lead of 5km for formation of Diversion Road for 95% compacion.

Excavation including removal and satisfactory cum disposal of all materials for the construction of road way in accordance with spec and the lines,grades and CS shown in the dwg or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion

Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complet

Providing and laying Gravel soling for specified cum thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD

Reconstruction of Box culvert at Km 2/8(ii) Earth work Excavation in all classes of soils except Cum hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion. backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers.

Plain Cement Concrete of grade M15 (Nominal mix) Cum using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Vibrated Reinforced Cement Concrete of grade M25 Cum (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert

Vibrated cement concrete M20 (Nominal mix) using Cum 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.

Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

Dismantling of RR Masonry walls, clearing away cum and carfully stacking useful materials for reuse etc., complete.

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and CS shown in the dwg or as indicated by the Engineer for Carted Earth lead of 5km for formation of Diversion Road for 95% compacion.

Excavation including removal and satisfactory cum disposal of all materials for the construction of road way in accordance with spec and the lines,grades and CS shown in the dwg or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion

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 Carted Earth with compaction for making up of low berms

Providing and laying Gravel soling for specified cum thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD

Reconstruction of Box culvert at Km 3/10 Earth work Excavation in all classes of soils except Cum hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion. backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers.

Plain Cement Concrete of grade M15 (Nominal mix) Cum using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for LEVELLING COURSE BELOW Box Culvert and Wing wall.

Vibrated Reinforced Cement Concrete of grade M25 Cum (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert

Vibrated cement concrete M20 (Nominal mix) using Cum 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Wing wall and Parapet.

Supply and fabrication of STEEL grade Fe500 with suitable anticorrsive measure required for all the reinforced cement concrete items of work involved in the shedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete.

Dismantling of RR Masonry walls, clearing away cum and carfully stacking useful materials for reuse etc., complete.

Excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drains in accordance with specifications and the lines, grades and CS shown in the dwg or as indicated by the Engineer for Carted Earth lead of 5km for formation of Diversion Road for 95% compacion.

Excavation including removal and satisfactory cum disposal of all materials for the construction of road way in accordance with spec and the lines,grades and CS shown in the dwg or as indicated by the Engineer for Carted Eath with a lead of 5 km for formation of Diversion Road for 97% compacion

Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complet

Providing and laying Gravel soling for specified cum thick with clean good gritty gravel over the well prepared sub grade from the approved quarry including cost and conveyance of material, laying in accordance with the requirements and specification. The materials shall be laid in one or more layers as sub-base according to the line and grade and cross action shown in the drawing or as directed by the Engineers for DIVERSION ROAD

Construction of Retaining Wall at Km 2/2 Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary coffferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specifications for FOUNDATION UNDER RETAINING WALL.

Vibrated Cement Concrete M20 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION

Vibrated Cement Concrete of Grade M15 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc.,complete as per standard specifications for Below sill level

Vibrated Cement Concrete of Grade M15 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc.,complete as per standard specifications for Above sill level

Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complet

Construction of well Retaining Wall at Km 2/4 Earthwork excavation in all classes of soil except hardrock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling out water, providing and maintaining necessary coffferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs 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 specifications for FOUNDATION UNDER RETAINING WALL.

Vibrated Cement Concrete M20 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc., complete as per standard specifications for FOUNDATION

Vibrated Cement Concrete of Grade M15 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc.,complete as per standard specifications for Below sill level

Vibrated Cement Concrete of Grade M15 1:2:4 Nominal Mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site but excluding cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing and compacting concrete, working at heights, hire charges for Tools and Plants and incidental Charges etc.,complete as per standard specifications for Above sill level

Supply and Hoisting of NP 3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complet

Road Furniture 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 - 2015. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MoRT&H specification No.803

Providing and Fixing reflective road Stud of category A raised pavement markers made out of poly corbonate / methyl methecrylate/ ABS moulded body confirming to ASTM D788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with rectro-reflectance and chromaticaly values conforminmg 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 and the length height and width of the body shall not be less than 100mm 15mm and 90mm and with minimum reflective area of 13Sq.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 II of said MORTH Circular. The strength of detachment of the integrated cyliderical shanks , (of Dia metre not less than 19+/- 2mm and height not less than 30+/- 2mm) from the body is to be a minimum value of 500Kgf. 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 manufacture recommendation and the complete as dircted by the Engineer. The Markers will support a load of 13635 Kg tested in accordence with the ASTM D4280 and confirming to IRC 35 - 2015 guidelinesand MORTHSpecification 804 etc. complete. For Road Markers/ Road Stud with Lense Reflector.

Providing and fixing 110mm dia (4Kg/Sq.Cm) PVC SEEPAGE PIPES of required length for retaining wall including cost and conveyance of all materials to worksite, cost and labour for semispherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete ato drain the backfill as per standard specification for Protective works.

60cm Circular

Providing and erecting of Retro - Reflectorised Cautionary, Mandatory and Informatory signs (without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro - reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) 90 cm equillateral Triangle

90cm octagon

Providing and Erecting of Retro - Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer-in-charge. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.6 of IRC 67-2022. The retro- reflective sheeting shall be covered under 7 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2022. (as per MoRT&H Specification No.801) 30cm x 90cm rectangular

Providing and erecting of Direction and Place Identification Retro-reflectorised Sign made out of High Intensity Prismatic Grade Sheeting confirming to Type-IV standards of IRC-67: 2022 and ASTM D 4956 –09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2022 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all lea

Metal Beam Crash Barrier Type - A, “W” Double Guard. Providing and erecting Single sided Double Guard Metal Beam Crash Barrier System 1.70m high, comprising of 3mm thick wall “W” beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanized having Zinc Mass of 550gms/ sqm, minimum 950mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m center to center 312mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanized conforming to IS:1367 clause 4.60 all complete as per Technical Specification and as directed by the Engineer-in-charge

Road Delineators Supplying and installation of Delineators (Roadway indicators, hazard markers, object markers), 80-100 cm high above ground level, painted at alternatively black and white in 15cm wide strips, fitted with 80x100 mm. rectangluar or 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC : 79 etc, complete. (as per MORT &H specification No.806)

Supply and Hoisting of NP 3 class RCC 1000

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.