TNV 115 Sankarankovil H C and M Sub Division

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification. a) Box cutting for widening portion

Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying spreading, watering etc., complete as directed by the departmental engineers for making up of low berms

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification. B) Formation of embankment using Carted Earth

GRANULAR SUB BASE - Grade -V Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

GRANULAR SUB BASE - Grade -V or III Providing, laying, spreading and compacting graded stone aggregates for Granular Sub Base, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

WET MIX MACADAM Providing, laying, spreading and compacting graded stone aggregates for Wet Mix Macadam 250mm thick, including premixing the materials with water at OMC in mechnanical mix plant, conveyance of mixed materials by tipper to site, laying in uniform layers using pavers in Sub Base/ Base course on well prepared surface and compacting with vibratory roller to acheive the desired density including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 406 of MORTH Rev-5

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) 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 clause 502 of MORTH Specification over WMM.

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over granular surfaces treated with primer

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over Bituminous surfaces treated with primer

Providing,laying 75mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with71.30kgs of VG40 grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen, aggregate and mixing the minthe required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver finisher hydrostatic (morethan5mwidth) to the specified grades and cross sections and consolidate byVibratory Roller to the required density etc.,includinglabour for attending to paver to site etc.,including hire and fuel charges for 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20 cum of 26.50-13.20mm, 0.43 cum of 13.20-2.36mm and 0.08 cum of 2.36mm & below size IRC metal with 37Kgs of VG40 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen, aggregate and mixing the min required temperature using Central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 50mm with mechanical paver finisher hydrostatic (more than 5m width) to the specified grade sand crosssections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc.,including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks,Paver Finisher,Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 504 of MORTH Rev-5

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot Mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grade sand crosssection sand consolidated by8-10tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory/Pneumatic 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

BOX CULVERT

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (Existing Structure PCC)

Km 9/8,10/8,12/10 (Reconstruction of Boxculvert)

Km 11/2 (Reconstruction of Boxculvert)

Km 15/8 (Reconstruction of Boxculvert)

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION

Km 9/8,10/8,12/10 (Reconstruction of Boxculvert)

Km 11/2 (Reconstruction of Boxculvert)

Km 15/8 (Reconstruction of Boxculvert)

Plain Cement Concrete M-15 (Nominal mix 1:2:4) using 40mm ISS size HBG metal including cost and conveyance of all materials to worksite and cost of cement at site including cost of soft water, labour charges for mixing, transporting, laying, curing working at depths, tools and plants etc. complete as per MORTH standard specifications 1000,1500,1700,2100.

Km 9/8,10/8,12/10 (Reconstruction of Boxculvert)

Km 11/2 (Reconstruction of Boxculvert)

Km 15/8 (Reconstruction of Boxculvert)

Vibrated Cement concrete M-20 (1:1.5:3) mix using 40mm ISS HBG graded metal including cost and conveyance of all materials to site including cost of Cement at site including cost and labour charges for formwork, soft water, labour charges for formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at depths, tools and plants including all other incidental charges etc, asper relevant standard specification for box culvert.(With Parapet & wingwall)

Km 9/8,10/8,12/10 (Reconstruction of Boxculvert)

Km 11/2 (Reconstruction of Boxculvert)

Km 15/8 (Reconstruction of Boxculvert)

Vibrated Reinforced Cement Concrete in M25 (Design Mix) using 20 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying and curing concrete, etc., complete as per relevant standard specification of For box culvert .as per MORTH Rev. V Specification Nos.100,1000,1500,1600,1700,2200

Km 9/8,10/8,12/10 (Reconstruction of Boxculvert)

Km 11/2 (Reconstruction of Boxculvert)

Km 15/8 (Reconstruction of Boxculvert)

Vibrated cement concrete of grade M30 (Design mix) using 20mm and below hard broken granite metal including cost and conveyance of all materials to site cost of premoulded expansion joints and fixing the same in position including cost and labour charges for formwork, labour charges, for laying, compacting, curing including all other incidental charges etc. complete for WEARING COAT 75mm UNIFORM THICKNESS OVER DECK SLAB AND OVER APPROACH

Km 9/8,10/8,12/10 (Reconstruction of Boxculvert)

Km 11/2 (Reconstruction of Boxculvert)

Km 15/8 (Reconstruction of Boxculvert)

Supply and fabrication of Fe-500/Fe 500 D steel required for all RCC items of works involved in the schedule cost of steel at site fabrication,labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlapping to the required length whenever necessary and 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, Fe-500 grade-1 MT as per MORTH Rev. V Specification Nos.1009,1600 (For Box Culvert)

Km 9/8,10/8,12/10 (Reconstruction of Boxculvert)

Km 11/2 (Reconstruction of Boxculvert)

Km 15/8 (Reconstruction of Boxculvert)

Filling with Excavated soil (other than sand) including cost and conveyance of the same & including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete as per specifications MORT&H Rev.-V Sl. No.304

Km 9/8,10/8,12/10 (Reconstruction of Boxculvert)

Km 11/2 (Reconstruction of Boxculvert)

Km 15/8 (Reconstruction of Boxculvert)

WIDENING OF SLAB CULVERT

Dismantling of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood work, steel work, including T & P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 metres. (existing PCC Masonry)

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Earth work for foundation of abutment and wings. Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20 B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for foundation of abutment and wings.

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Vibrated Cement Concrete M.15. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for levelling course for Abutment & wings

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Vibrated Cement Concrete M.20. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for footings of abutment and wings - below sill level

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Vibrated Cement Concrete M.20. Grade using 40 mm ISS HBG metal including cost and conveyance of all materials to site including formwork and centering, labour charges, transporting and placing in position, compacting, finishing and curing, working at depths, Tools and Plants and incidental charges such as sheeting, shoring and bracing and their subsequent removel etc., complete as per standard specification for substructure of abutment and wings - above sill level

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Vibrated reinforced cement concrete grade M25 design mix using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental charges etc. complete for bed block and dirt wall.

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Vibrated reinforced cement concrete grade M30 design mix using ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges compacting, finishing and curing, including all incidental charges etc. complete for deck slab

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

VRCC M30 (design mix) using 20mm ISS HBG graded metal as the max. size of coarse aggreagates including cost & conveyance of all materials to site and cost of cement at site, but excluding cost & fabrication of steel, but including cost of form work, soft water, labour charges for mixing, transporting, laying, curing concrete working at heights, hire charges for T&P including all other incidental charges etc., complete as per relevant std specification for WEARING COAT OVER DECK SLAB AND APPROACH SLAB.

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Providing and fixing kraft paper for full width of seating of deck spab and including cost and conveyance to worksite labour for fixing the same in correct position and all other incidental charges etc. complete.

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Supply and fabrication of Steel Grade Fe - 500 D required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and 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 as per standard specification ( 16 mm and Below 16mm Dia)

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Providing and fixing 20mm thick PVC expansion joint including cost and conveyance of expansion joints, Shalimar pad and joint sealants and fixing them position etc. Complete in deck slab over abutment.

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Providing FILTER MEDIA behind Abutment and Returns for 600mm thickness using filter material conforming to clause 309.3.2.B of MORT&H-Rev.5 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite including labour charges and all other incidental charges, etc complete. as per CI.710.1.4 & Appendix 6 of IRC :78-2014

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Providing and fixing 100 mm dia PVC sepage pipes of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and conveyance of all materials tto worksite, cost and labour for semisperial backfill arrangements with 100 mm size broken granite stones at the periphery and labour charges for fixing etc. complete to drain the backfill as per standard specification.

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Providing compaction and Filling with excavated soil (other than sand) using the available box cut earth including all hire and fuel charges for power roller for compaction, watersprinkler, including all labour charges for laying, spreading, watering etc., complete and as directed by the departmental engineers.

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Vibrated Cement Concrete M15 grade, Nominal Mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including 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 as per standard specification for PCC PARAPETS

Km 11/6 (Widening of Slab culvert)

km 11/10 (Widening of Slab culvert)

km 15/2 (Widening of Slab culvert)

Construction of Major Bridge

Earth work excavation in all classes of soil and depositing on bank,with all leads and lifts including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, 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 OF ABUTMENTS & PIERS as per section 300 of MORT&H Specifications (Fifth Revision) (Including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1)

Km 13/6 (Construction of Major Bridge)

Earth work excavation in soft disintegrated rock not requiring blasting and depositing on bank,with all leads and lifts including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheeting, 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 OF ABUTMENTS & PIERS as per section 300 of MORT&H Specifications (Fifth Revision) (Including 600mm from the face of foundation for extra working space as per IS: 1200 (Part 1) - 1992 Cl:4.2.5.1)

Km 13/6 (Construction of Major Bridge)

Compacted plain Cement Concrete M10 (Nominal mix), using 40 mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, compacting, curing concrete tools and plants and incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting, etc., complete as per relevant standard specification for LEVELLING COURSE OF 100mm THICKNESS BELOW FOOTING UNDER ABUTMENTS AND PIERS as per section 2100 of MORT&H specifications (Fifth Revision).

Km 13/6 (Construction of Major Bridge)

Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER ABUTMENTS, RETURN WALLS as per section 2100, 1500 & 1700 of MORT&H specifications (Fifth Revision).

Km 13/6 (Construction of Major Bridge)

Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges such as bailing out water, forming and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for FOOTING UNDER PIERS as per section 2100, 1500 & 1700 of MORT&H specifications (Fifth Revision).

Km 13/6 (Construction of Major Bridge)

Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including labour charges for mixing, transporting, laying, curing concrete,working at depths, hire charges for tools and plants including all other incidental charges, etc., complete for ABUTMENTS AND RETURN WALLS SUB STRUCTURE as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision).

Km 13/6 (Construction of Major Bridge)

Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of formwork, labour charges for mixing , transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete, for BED BLOCK CUM DIRTWALL AND PEDESTAL OVER ABUTMENTS as per section 1500, 1700 & 2200 of MORT&H specifications (Fifth Revision).

Km 13/6 (Construction of Major Bridge)

Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for PIERS - 1500mm dia as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).

Km 13/6 (Construction of Major Bridge)

Vibrated Reinforced Cement Concrete M35 (Design mix), using 20mm ISS HBG Graded metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, soft water,labour charges for mixing, transporting, laying, curing concrete working at depths, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard specification for CAPPING BEAM AND PEDESTALS OVER PIERS as per sections 1500, 1700 & 2200 of MORT&H Specifications (Fifth Revision).

Km 13/6 (Construction of Major Bridge)

Supplying and fixing of ELASTOMERIC BEARING of size 40 x 25x 5.9 cm including cost and conveyance to work site, labour for fixing the bearing in position and all other incidental charges, etc., complete as per section 2000 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Vibrated reinforced Cement Concreteof Grade M35 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including cost of form work, labour charges for mixing transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete as per relevant standard spectification for T-BEAMS and CROSS BEAMS as per section 1500, 1700 & 2300 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Vibrated reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS HBG Graded metal as the max. size of coarse aggregate , including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of formwork, labour charges for mixing , transporting, laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete, as per relevant specification for DECK SLAB, KERB AND SAFETY KERB as per section 1500, 1700 & 2300 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Vibrated Reinforced Cement Concrete M40 (Design mix), using 20mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel, but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hirecharge for tools and Plants, including all other incidental charges, etc., complete, for CRASH BARRIER as per section 811, 1700 & 2703.3 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Providing and fixing of G.I. DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised Iron pipes and flats and fixing them in position, etc.,. complete as per section 2705 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to spectifications for Road and Bridge Works published by Ministry of Road Transport and Highways in the 40mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatigue tested structural steel section at the nosing and anchorage assembly , including cost and conveyance of all materials , cost of testing as per the MOST specifications, including lablour ,equipment and incidental charges for fixing the joints complete in all respects as per section 2600 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Compacted plain Cement Concrete M15 (Nominal mix) using 40mm ISS metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete,For BASE COURSE BELOW APPROACH SLAB AND RAMP as per section 1500, 1700 & 2704 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Compacted Reinforced Cement Concrete M35 (Design mix) using 20mm ISS metal , including cost and conveyance of all materials to site and cost of cement at site,including all lablour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete,For SAFETY KERB RAMP as per section 1500, 1700 & 2704 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Vibrated reinforced Cement Concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site excluding cost and fabrication of steel but including labour charges for mixing , laying, curing concrete, working at heights, soft water, hire charges for Tools and Plants, including all other incidental charges, etc., complete For APPROACH SLABS as per section 1500, 1700 & 2704 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Vibrated Cement Concrete M30 (Design mix) 75mm uniform thick with surface reinforcement conforming to Section 2702.2 of MORT&H Fifth Revision using ISS HBG Graded metal including cost and conveyance of all materials to work site including cost of cement at site, including all labour charges for mixing concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for softwater, including all other incidental charges formwork etc., complete, for WEARING COAT OVER DECK SLABS AND APPROACH SLABS as per Cl. 2702.2 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Providing and fixing Weep holes with CLASS I PVC SEEPAGE PIPES of 100 mm dia. of required lengths for abutments and wing walls including costs and conveyance of all materials to work site and labour charges for fixing , etc., complete to drain the backfill as per section 2706 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Providing FILTER MEDIA behind Abutment and return walls for 600mm thickness using filter material as per Appendix 6 of IRC: 78-2014 well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance to worksite including all other incidental charges, etc complete as per Cl. 710.1.4 & Appendix-6 of IRC 78-2014.

Km 13/6 (Construction of Major Bridge)

FILLING behind Abutments and Return walls as per Appendix 6 of IRC: 78 -2014 with filling material having Phi value more than 35° free from cohesion, including cost and conveyance of material to worksite , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per Cl.710.1.4 & Appendix-6 of IRC: 78-2014 and Cl. 305 of MORT&H specifications (Fifth Revision).

Km 13/6 (Construction of Major Bridge)

Supply and fabrication of Fe-500 / Fe 500 D (HSD) grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening,cutting,bending,tying grills, including over laping to the required length wherever necessary 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 as per section 1009.3 & 1600 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Supply and fabrication of Fe-500 / Fe 500 D/ Fe-240 (mild steel grade I) steel required in the schedule including cost of steel at site cost of providing and cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills including over lapping to the required length wherever necessary 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 as per section 1600 of MORT&H specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Earth work excavation in all classes of soil and depositing on bank,with all leads and lifts including cost of all labour, equipments and all other incidental charges etc., complete as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL as per section 300 of MORT&H Specifications (Fifth Revision)

Km 13/6 (Construction of Major Bridge)

Supply and fixing of PVC pipes of 150mm dia.. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in safety kerb

Km 13/6 (Construction of Major Bridge)

Construction of Minor Bridge

Earthwork excavation in all classes of soil except hard rock 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 Bailing our water, providing and maintaining necessary cofferdams, 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 specification for DRESSING THE BED UP TO SILL LEVEL.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Earthwork excavation in soft disintegrated rock not requiring blasting except hard rock 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 Bailing our water, providing and maintaining necessary cofferdams, 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 specification for (OPEN FOUNDATION, CUT OFF WALL)UNDER ABUTMENTS & PIERS BELOW SILL LEVEL)

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated Cement Concrete of grade M 15 grade, using 40mm,20mm &10mm ISS size HBG 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 foundation concrete (below footing, below raft foundation, below retaining wall,Base course for Apron &Approach slab)

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated Cement Concrete of grade M 20 grade, using 40mm,20mm &10mm ISS size HBG 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 foundation concrete (below footing, below raft foundation, below retaining wall,Base course for Apron &Approach slab)

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated Plain Cement Concrete of grade M 20 grade using 40mm,20mm & 10 mm ISS size HBG 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 Sub structure of Abutment, Pier& wingwall above sill level

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated reinforced Cement Concrete of grade M 30 grade using 20 & 12mm ISS size HBG 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 RCC dirtwall and bedblock

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Providing and fixing seepage pipes of 100 mm dia. PVC pipes of required lengths for abutments and wings including cost and conveyance of all materials to work site, cost and labour for 900 mm. Dia. Semi spherical back fill arrangements with 100 mm. size broken granite chips at the periphery and labour charges for fixing, etc., to drain of the backfill IN BETWEEN THE ABUTMENTS AND RETURNS.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Providing and fixing Kraft Paper for full width of seating of deck slab and including including cost and conveyance to work site Labour for fixing the same in correct position and all other incidental charges etc., complte.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated reinforced Cement Concrete of grade M 30 grade using 20 & 12mm ISS size HBG 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 RCC Deckslab & Kerb

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Providing filter media behind the abutments and wings with clean III graded material 53mm to 5.6mm to 600mm thick and well compacted in layers with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all labours and other incidental charges including hire charges for tools and plants employed etc., for filter media as per MOST's (Roads Wing) specifications for Roads and Bridges " Fourth Revision Cl. 309-3-2-13 and 305 -4-4 etc., complete.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Filling behind Abutments and wings with clean gritty gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering with all leads for water and all other incidental charges etc., complete for filling behind the abutment and wings

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Providing & fixing PVC Expansion joint in between Deck Slab over Abutment & Piers as shown in the drawing including cost & conveyance of Expansion Joint including Shalimar Pad and Joint sealant etc., complete.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Supply and fabrication of High Yield Strength Deformed Bar with Grade Designation Fe.500, conforming to IS:1786 2008, steel required for all RCC items of works involved in the schedule cost of steel at site fabrication labour charges for cleaning, bending tying grills, including overlapping to the required length whenever necessary and 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, Fe.500 grade.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated Cement Concrete of grade M 15 grade, using 40mm,20mm &10mm ISS size HBG 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 foundation concrete (below footing, below raft foundation, below retaining wall,Base course for Apron &Approach slab) for BASE COURSE BELOW APPROACH SLAB.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated reinforced cement concrete M 30 Grade, using 20mm & 12mm ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site but excluding cost and fabrication of steel but including form work and centering soft water labour charges for mixing, transporting, placing in position, vibrating and compacting finishing and curing concrete working at heights, hire chargs for tools and plants, including all other incidental charges etc., complete as per standard specifications for Approach Slab

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated cement Concrete M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for fixing concrete, laying, vibrating, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges,formwork,cost of premoulded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated Reinforced Cement Concrete M-40, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including 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 RCC CRASH BARRIERS OVER DECK SLAB. -1RM(For Estimate Purpose, mix 1:1.5:3)

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated reinforced Cement Concrete of grade M 30 grade using 20 & 12mm ISS size HBG 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 RCC Handrail AND POSTS OVER DECK SLAB.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Vibrated Cement Concrete M15 grade using 40mm, ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at sitel including labour charges for mixing,transporting, laying, and curing concrete,working at heights for parapet wall over wings

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Providing and fixing of cast iron drainage spouts 100mm dia as per MOST drawing SD/205 with grating arrangements at top as shown in the drawing using 12mm x 25mm flats for grating arrangements, and 100mm dia drainage spout projecting beyond the bottom of deck slab as shown in the drawing including cost and conveyance of cast iron pipes and flats and fixing them in position etc,complete.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Supply and fixing of High Quality of PVC pipes of 160mm dia .. Including cost and conveyance of pipes to the site and fixing in position to proper grade and level, including labour charges for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.

Km 13/4 (Construction of Minor Bridge)

Km 14/8 (Construction of Minor Bridge)

Junction Improvements

Excavation for Roadway and drainage Excavation including removal and satisfactory disposal of all material necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORT&H Specification. a) Box cutting for widening portion

km 9/4-16/4 (Junction Improvements)

Excavation for Roadway and drainageExcavation including removal and satisfactory disposal of all materias necessary for the construction of roadway and side drains in accordance with the specifications and the lines, grades and cross sections shown in the drawings or as indicated by the Engineer, as per MORTH Specification. a) Formation of embankment filling and berms using cut earth.

km 9/4-16/4 (Junction Improvements)

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- V Material

km 9/4-16/4 (Junction Improvements)

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401 of MORTH Specification- for grading- III Material

km 9/4-16/4 (Junction Improvements)

Providing and Laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, 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 on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.

km 9/4-16/4 (Junction Improvements)

Providing and applying Prime Coat over granular Base with bitumen emulsion (SS-I type) on prepared surface including preparing the road surface and spraying the primer at the rate of 0.70 kg / sqm using bitumen sprayer as directed by the Engineer - over WMM as per MORTH No. 111, 112, 502, 900

km 9/4-16/4 (Junction Improvements)

Providing and applying Tack Coat over granular surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 0.25 kg per sqm as directed by the Engineer as per MORTH No.111,112,503,900.

km 9/4-16/4 (Junction Improvements)

Tack coat - Providing and applying tack coat with bitumen emulsion (RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous surface cleaned with mechanical broom as per clause 503 of MORTH Specification- over Bituminous surfaces treated with primer

km 9/4-16/4 (Junction Improvements)

Providing,laying 50mm consolidated thick Dense Bituminous Macadam using 0.40 cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with71.30kgs of VG40 grade bitumen for premixing per10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen, aggregate and mixing the minthe required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver finisher hydrostatic (morethan5mwidth) to the specified grades and cross sections and consolidate byVibratory Roller to the required density etc.,includinglabour for attending to paver to site etc.,including hire and fuel charges for 20-30t CMP with bitumenboiler, tippertrucks, PaverFinisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc.,complete as per specification using CMP as per clause 505 of MORTH

km 9/4-16/4 (Junction Improvements)

Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00-9.50mm, 0.17cum of 9.50-2.36mm and 0.26cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMPsite, heating the bitumen and aggregate to required temperature and mixing the min required temperature in central hot Mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paversite, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grade sand crosssection sand consolidated by8-10tonne Pneumatic Roller to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, paver finisher hydrostatic (more than 5m width), Vibratory/Pneumatic 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

km 9/4-16/4 (Junction Improvements)

Center Median:

Construction of Vibrated cement concrete centre median kerb with top and bottom width 115 and 165 mm respectively, 325 mm high in M 20 grade PCC on M 10 grade foundation 150 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid, foundation concrete laid manually, all complete as per clause 408.

km 9/6-16/4 (Center Median)

Filling inside the Center median with carted earth at an average lead of 3 km including cost and conveyance to site including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision

km 9/6-16/4 (Center Median)

Providing RCC Centre Median of size 0.610 m at bottom 0.250m at Middle 0.150m at top and to height of 1.05m from the road level inclduing cost and conveyance of all materials to work site including Picking the existing BT surface if necessary and prviding form work for shuttering on both side sides and chamfered edges at top , including cost of steel reinforcements as per the bar bending schedule appended here with, fabrication and placing in position of steel grills inclduing cost of binding wire, alying of RCC M30 concrete using ISS HBG Graded metal inclduing cost and conveyance of all matreials to work site from the approved sources including labour charges for mixing , laying curing etc., and cost and laying of 10mm dia PVC pipes (For Service Utilities) at the middle of the median as direct by the departmental officers, rendering smoothness over the CC surface with 10kg of cement for 10m2 area and painting two coats over the CC surface with best approved Quality of cement paint including primer etc, including all labour charges , hire and fuel charges for the Tools and Plants employed and as per the standard spcification and in accordance withe the drawings appended here with and as direct by the departmental officer etc., Complete

km 9/6-16/4 (Center Median)

Drain:

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 materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and 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 Foundation of Drain.

km 15/8-16/4 (Drain)

Providing Plain Cement Concrete of grade M15 using 40mm ISS size HBG metal including cost and conveyance of all materials from approved quarry to work site including cost of cement which has to be procured by the contractor including cost and labour charges for mixing the concrete, transporting, laying, compacting, curing with all leads for soft portable water, working in all depths including hire, running and fuel charges for all tools and plants employed including as per MORTH Rev. V Specification for Base Course (Without Centering).

km 15/8-16/4 (Drain)

Vibrated Reinforced Cement Concrete of grade M25 Design Mix, using 20 mm & 12 mm ISS size HBG graded metal including cost and 2conveyance 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 Drain.

km 15/8-16/4 (Drain)

Supply and fabrication of Tor steel grade Fe-500D steel required for all RCC items of works involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings, including cost of binding wire, provision for spacing bars, cover blocks and all other incidental charges etc,complete as per MORT&H Rev. V specifications.

km 15/8-16/4 (Drain)

Providing and Fixing of FRP Gratings of 600 x 300 mm size with M.S Flats of size 25 x 10mm for outer frames 25 x 6mm for inner braces and PVC pipe 150mm dia fixed with mild steel gratings including cost and conveyance of pipes and gratings and fixing them in position (at 5m interval)

km 15/8-16/4 (Drain)

Filling with Excavated soil (other than sand) including cost and conveyance of the same & including labour charges for filling, laying, compacting by manual labour under optimum moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete as per specifications MORT&H Rev.-V Sl. No.304

km 15/8-16/4 (Drain)

PCC Retaining Wall

Earth work excavation in all classes of soil except hard rock requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as baling out water shoring shrutting, walling & forming protective bunds wherever necessary etc complete as per relevant standard specification for FOUNDATION

km 11/8-12/4,13/2-13/6,15/0-15/4,15/6-15/8 (Retaining wall)

Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for BELOW SILL LEVEL

km 11/8-12/4,13/2-13/6,15/0-15/4,15/6-15/8 (Retaining wall)

Vibrated Cement Concrete of Grade M-15, Nominal Mix 1:2:4 using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including cost of form work, soft water,labour charges for mixing, transporting, laying and curing concrete, working at depths tools and plants and incidental charges such as maintaining of protective bunds, cofferdams, shoring, strutting etc; complete as per relevant standard specification for ABOVE SILL LEVEL

km 11/8-12/4,13/2-13/6,15/0-15/4,15/6-15/8 (Retaining wall)

Providing and fixing class1 PVC seepage pipes of 100 mm dia of required lengths for retaining walls including costs and conveyance of all materials to work site and labour charges for fixing, including backing aggregate for draining seepage water etc., (Weep hole)

km 11/8-12/4,13/2-13/6,15/0-15/4,15/6-15/8 (Retaining wall)

Filling behind the Retaining wall with Gravel including cost and conveyance of gravel to worksite, laying, handling charges and filling in layers, tamping under optimum moisture content to get the maximum density including watering, with all leads for water and all other incidental charges etc,complete. 1Cum

km 11/8-12/4,13/2-13/6,15/0-15/4,15/6-15/8 (Retaining wall)

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 MORT&H specification No.803

Km 9/6-16/4 (Road Furniture)

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / 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 and the height,width and length shall not be less than 15mm, 90mm and 100mm 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 Table2 of said MORTH circular.The strength of deatchment of the integrated cylindrical shanks,(of diamter not less than 19*/- 2 mm 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 manifacture's recommendation and complete as directed by the engineer. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280 and confirming to IRC35-2015 guide lines and MORTH specification 804 etc., complete.

Km 9/6-16/4 (Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction as per Table 6.6 of IRC 67-2012.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 67-2012 (as per MORTH specification no 801)(60 cm cirular board)

Km 9/6-16/4 (Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction as per Table 6.6 of IRC 67-2012.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 67-2012 (as per MORTH specification no 801) (80cm x 60cm Rectangular board)

Km 9/6-16/4 (Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction as per Table 6.6 of IRC 67-2012.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 67-2012 (as per MORTH specification no 801) (120cm x 80cm Rectangular board)

Km 9/6-16/4 (Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction as per Table 6.6 of IRC 67-2012.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 67-2012 (as per MORTH specification no 801) 90 cm equilateral triangle

Km 9/6-16/4 (Road Furniture)

Providing and erecting of retro refectorised Hazard Marker Traffic sign made out of HIgh Intensity Prismatic Grade sheeting confirming to TYPE-IV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction as per Table 6.6 of IRC 67-2012.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 67-2012(as per MORTH specification no 801)

Km 9/6-16/4 (Road Furniture)

Providing and fixing of retro reflectorised cautionary mandatory and informatiory signs(without definitionboard) made out of high intensity Prismatic grade sheeting confirming to Type IV standards of IRC 67-2012 and ASTM D 4956-09 , specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction as per Table 6.6 of IRC 67-2012.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 67-2012(as per MORTH specification no 801) stop board

Km 9/6-16/4 (Road Furniture)

Providing and erecting of retro refectorised Traffic sign made out of HIgh Intensity Prismatic Grade sheeting confirming to TYPE-IV standards of IRC 67-2012 and ASTM D 4956-09, specification and fixed over 2mm thick alumininum sheet fixed over a back supporting frame of 25mm X 25mm X 3mm mild steel angle and supportred on mild steel angle iron post 75 mm X 75mm X6mm with a clear height 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 67-2012 and firmly fixed to the ground by means of properly desigmed foundation with M15 grade cement concrete 45mm X 45mm X 60cm 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-Reflction as per Table 6.6 of IRC 67-2012.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 67-2012(as per MORTH specification no 801)80x60 cm rectangular Chevron board

Km 9/6-16/4 (Road Furniture)

Providing and Fixing of Rigid Median Marker that are made of tough, high impact resistant, injection-molded, thermoplastic body with an isosceles trapezoidal structure of length, width and height not less than 15cm, 10cm and 10cm respectively and thickness not less than 1.8mm, the body structure shall be rounded at its acute angle, all the corners and edges. The plastic used for molding the Median Marker shall have a minimum Notched Izod Impact strength value of 600 J/m at room temperature, when tested in accordance with ASTM D256 and shall retain at least 70% of this value when subjected to accelerated weathering for lOOOhrs as per ASTM G155 or UL746C. The logo of the manufacturer shall be embossed on either side of the body in the injection molding process. The Median Marker shall have rectangular-shaped, fluorescent yellow color retro-reflective sheeting of size not less than 8.5cm*8.5cm and with fully reflective micro prismatic cube corners as its retro-reflective elements as per IRC 67 2012 and ASTM D4956-09 type XI specifications reflectivity values. The retro-reflective sheeting shall be one or both sides of the Median Marker and shall be edge protected with no exposed edges which will prevent edge lifting, vandalism, sheeting damage, etc. The Median Marker shall be fixed by a combination of epoxy adhesive and grouting.

Km 9/6-16/4 (Road Furniture)

Supplying of Solar Power Blinker: Including Solar Panel 60Wp, Solar LED Blinker with 300 MM DIA (LED-192 no's) – Red and Yellow, Charge Controller - 12V/5A, SMF 40AH / 12V Battery, Visible Distance - 1000 Meters, 24 Hours operation, Battery Enclosure, Panel Mounting Structure, Mounting Brackets and other accessories, Pole height 17’ feet. Civil Works: ( Including Land Leveling, Cleaning and digging pits & concrete post grounding )Erection And Commissioning Work: Pole erection and leveling of pole, Testing and connection of batters, charger controller and solar panel wiring work

Km 9/6-16/4 (Road Furniture)

Providing and erecting W metal beam crash barrier: Providing and ercting W metal beam Single sided Double guard crash barrier comprising of 3mm thick corrugated sheet metal beam rail, 70cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5mm spaced 2m centre to centre, 1.05m high, 0.35m below ground/road level, all steel parts and filments to be galvanized by hot dip process, all fittings confirm 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 5mm, 330mm long complete as per clause 810.

Km 9/6-16/4 (Road Furniture)

Providing and fixing of Digitally Printed Retro-Reflectorized Overhead Gantry Informatory Sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC 67:2022 and ASTM D4956–09 specifications, and fixed over 2mm thick aluminum sheet mounted on a back supporting frame of mild steel L-angle of size 50mm x 50mm x 6mm.The vertical support post for the installation of the overhead sign gantry shall be made of 300NB (Nominal Bore) MS pipe, 12mm thick, with a ground clearance of 6 meters, along with 80NB MS pipe (4mm thick) and 40NB MS pipe (3.20mm thick) as support posts.MS base plate of size 1200mm x 1200mm x 25mm and MS top plate of size 900mm x 1650mm x 16mm shall be used to hold the sign board at the bottom and top, respectively. MS stiffener plates 8mm thick of sizes 420x420mm, 682x420mm, 288x288mm, 288x927mm, and 44x130mm are to be used. Anchor bolts of 25mm diameter and 1000mm length shall be used as fixtures.The approved directional information should be digitally printed and shall achieve 70% of the coefficient of retro-reflection values as per Table 6.9 of IRC 67:2022. The latex printer used for digital printing shall utilize inks with low VOC emissions and must have GreenGuard and ECOLOGO certifications as per UL 2801 standards.The retro-reflective sheeting shall be covered under a 10-year warranty for field performance, and a certified copy of a 3-year outdoor exposure report shall be obtained as per IRC 67:2022 (as per MoRT&H Specification No.801).The cantilever sign shall be installed at the site as per the approved structural and foundation drawings provided in the tender document. The work includes the cost and conveyance of all materials, equipment, and machinery to the worksite, including all labour charges for fixing the gantry in position, with all leads and lifts, loading charges, and everything necessary for the satisfactory completion of the work as directed by the Engineer-in-Charge, etc., complete. Size: 12.00m x 1.8m

Km 9/6-16/4 (Road Furniture)

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