Formation of Bypass to Watrap Town TNV113

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Road A

Picking 5cm to 10cm old metalled surface and sectioning 1Sqm Picking the existing BTsurface upto80mm as per MORTH Rev.V Clause No. 111, 112, 202 depth directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and deposting the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental chargesetc.,complete as per standard specifications as per MORTH Rev.V Clause No. 111, 112, 202

Road A (Junction Improvements)

Earthwork excavation in all classes of soils except hard rock requiring blasting, and depositing on bank with all leads and lifts as per SS20B; including cost of all labour charges, materials, tools, equipment 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; backfilling; clearing up the site and disposal of all surplus materials etc., complete as per standard specification. a) Box cutting for widening portion

Road A

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositingonbankwith all leads and lifts as per SS20B including cost of all labour charges,materials, tools, equipments andall incidental charges, includingcompacting withvibratorysoil ompactor,watering, includingall hireandfuel charges forall toolsandplants, removal of other deleterious matter and bstructions, trimming of bottom of excavation back filling, clearingup thesiteanddisposal of all surplusmaterialsetc.,complete as per standard specification. For embankment / sub grade

Road A

Road A (Junction Improvements)

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

Road A

Road A (Junction Improvements)

GRANULAR SUB BASE - Grade - 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

Road A

Road A (Junction Improvements)

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

Road A

Road A (Junction Improvements)

Providing and laying Prime coat using SS1 grade emulsion bitumen at the rate of 7 kg per 10sqm over the WMM /WBM surface preparatory to another construction over it as including cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

Road A

Road A (Junction Improvements)

Providing and laying of Tack coat using RS1 grade emulsion bitumen at the rate of 2.5kg per 10sqm over the WMM/WBM primed surface preparatory to another construction over it.including all cost & conveyance all materials labour charges hire and fuel charges etc.for machineries and all other incidental charges etc.complete. per specification of MORTH Rev.5

Road A

Road A (Junction Improvements)

Providing, laying 75mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG30 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by 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 505 of MORTH rev-5.

Road A

Road A (Junction Improvements)

BC 30/40mm Thick (Grade-II) Using VG30 Bitumen - Providing and laying Bituminous Concrete to 30/40mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG30 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Road A

Road A (Junction Improvements)

Providing Barrier Type Kerb for median/islands using Vibrated cement concrete of grade M20 (1:1.5:3) using 20 and 12mm ISS HBG metal from approved quarry, including cost and conveyance of all materials to worksite, including hire and fuel charges of all the machineries employed for this work, including all labour charges for mixing, laying, curing, painting, including all other incidental charges etc., complete as per drawing and standard specification

Road A (Junction Improvements)

Filling with excavated earth excluding cost and conveyance of earth to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification

Road A (Junction Improvements)

Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank as per SS20B with all leads and lifts and all other incidental charges such as bailing out water, shoring , strutting, walling and forming protective bunds whichever necessary etc., complete as per relevant standard specifation for DRESSING THE BED UPTO SILL LEVEL.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Earthwork excavation in all classes of soils depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges such as baling 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 FOUNDATION OF ABUTMENTS, PIERS AND WINGS.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Earth work excavation in rock not requiring blasting (Soft Disintegrated Rock / Soft Rock) 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 specification, for FOUNDATION OF ABUTMENTS, PIERS AND WINGS. as per Section 300 of MoRT&H Specifications (Fifth Revision).

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Plain Cement Concrete of grade M10 Nominal Mix (1:3:6) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE BELOW FOOTINGS OF ABUTMENTS AND PIERS.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Vibrated Cement Concrete of grade M20 Nominal Mix (1:1.5:3) using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DIRT WALL CUM BED BLOCK OVER ABUTMENTS AND BED BLOCK OVER PIERS.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

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

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Providing and fixing KRAFT PAPER for full width of seating of deck slab and including cost and conveyance to worksite, labour for fixing the same in correct position and all other incidental charges etc., complete.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Vibrated Reinforced Cement Concrete of grade M30 Design Mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for DECK SLAB.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

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.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

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 ABUTMENTS AND WINGS.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Providing and fixing PVC EXPANSION JOINT in between deck slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc, complete.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Supply and fabrication of Fe-500/Fe-500 D Fe-240 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.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Vibrated Cement Concrete M15 grade, Nominal Mix 1:2:4, using 40mm ISS hard granite broken metal including cost and conveyance of all materials to site and cement at site including cost of formwork, lead for soft water, labour charges for mixing , transporting, laying, and curing concrete working in heights and hire charges for tools and plants, and all other incidental charges etc complete as per relevant specification for BASE COURSE BELOW APPROACH SLAB.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Vibrated reinforced cement concrete M30 design mix using ISS graded hard granite broken metal including cost and conveyance of all materials to site including cement at site including labour charges for mixing, laying, curing concrete, working at heights, hire charges for tools and plants, including all other incidental changes etc., complete for APPROACH SLAB.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

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)

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Vibrated Cement Concrete M15 grade, Nominal Mix using 40mm ISS size hard granite broken graded 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 OVER WINGS.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

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.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Supply and fixing of High Quality 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 footpaths.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

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.

Road A ( MINOR BRIDGE AT KM 1/8)

Road A ( MINOR BRIDGE AT KM 3/4)

Road A ( MINOR BRIDGE AT KM 4/10)

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation for FOUNDATION OF RETAINING WALL

Road A ( Retaining wall at km 1/8, 3/4 & 4/10)

Vibrated Cement Concrete M20 grade mix using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for Foundation of Retaining Wall

Road A ( Retaining wall at km 1/8, 3/4 & 4/10)

Vibrated Cement Concrete M20 grade using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (below sill level)

Road A ( Retaining wall at km 1/8, 3/4 & 4/10)

Vibrated Cement Concrete M20 grademix using 40mm ISS size HBG metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights, tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for STEM OF PCC RETAINING WALL (above sill level)

Road A ( Retaining wall at km 1/8, 3/4 & 4/10)

Providing and fixing SEEPAGE PIPES of 110mm dia PVC pipes of required length for Retaining Walls including cost and conveyance of all materials to worksite, cost and labour for 900mm dia. Semi-spherical back fill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., to drain of the Backfill in the Retaining Wall

Road A ( Retaining wall at km 1/8, 3/4 & 4/10)

Filling with earth including cost and conveyance of earth to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification

Road A ( Retaining wall at km 1/8, 3/4 & 4/10)

Filling with excavated earth excluding cost and conveyance of earth to work site including labour charges for filling in layers as specified by the departmental officers including watering with all leads for water including labour charges for compacting,tamping and ramming under optimum moisture to obtain the maximun density and all other incidential charges etc., complete as per standard specification

Road A ( Retaining wall at km 1/8, 3/4 & 4/10)

Earthwork excavation in all classes of soils except hard rock requring blasting depositing on bank with all leads and lifts as per SS 20B including cost of all labour,materials, tools, equipments and all incidential charges such as bailing out water providing and maintaining necessary conferdams, 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 cleaning the site and disposal of all surplus materials etc complete as per relevant standard specifiation FOUNDATION OF BOX CULVERT AND RETURN WALL.

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

Plain Cement Concrete M20 grade (Nominal Mix 1:1.5:3) using 40mm ISS size hard granite broken metal including cost and conveyance of all materials to site, including cost of cement at site including cost of form work soft water labour charges for mixing transporting laying and curing concrete working at heights,hire charges for all tools and plants and maintaining of protective bunds, coffer dams, shoring strutting etc., complete as per standard specification for LEVELLING COURSE OF BOX CULVERT

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

Vibrated Reinforced Cement Concrete M25 Grade using 20mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for BOTTOM SLAB, BODY WALL, TOP SLAB OF BOX CULVERT.

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

Supply and fabrication of steel Grade Fe-500 / 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.

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

Vibrated Cement Concrete M20 Grade using 40mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for formwork and centering, labour charges, compacting, curing, and all incidental charges etc., complete for Parapet.

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for FOOTINGS OF RETURN WALL.

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- BELOW SILL LEVEL

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

Vibrated Cement Concrete of grade M20 Nominal Mix, using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for STEM OF RETURN WALL- ABOVE SILL LEVEL

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

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 remolded expansion joints and fixing the same in position etc., complete for wearing coat of 75mm uniform thickness over deck slab and approach slab as per Section 2702.2 of MORT&H Specfication (Fifth Revision-2013)

Road A ( Box culvert (2.0 m x 2.0 m) @ Km 0/2, 0/4(i), 0/4(ii), 0/6, 0/8, 1/0, 1/4(i), 1/4(ii), 1/4(iii), 2/0, 2/2, 2/4(i), 2/4(ii), 2/6, 2/8, 3/0, 3/2, 3/6, 3/8, 4/0, 4/2, 4/4 & 4/6)

Road A ( Box culvert (5.0 m x 3.0 m) @ Km 2/6 & 3/4)

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

Road A (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.

Road A (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

60 cm equilateral triangle

60 cm circular (speed limit)

90 cm high octagon (stop sign)

Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67: 2012 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 67-2012 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. Micro Prismatic grade Retro - Reflectro sheet shall consist of minimum coefficient of Retro-reflection as per Table 6.9 of IRC 67-2012. The retro -reflective sheeting, shall be covered under 10 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained as per IRC 67:2012. (asper MORT&H Specification No.801) (For location of black spot, curve, sharp bend, junction, ghat roads and critical zone applications) Name board ( for sign having area more than 0.9 sqm) Type - XI

Road A (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)

Road A (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 Chevron Board 60x45cm rectangle

Road A (Road furniture)

Supplying & installation of delineator 80-100Cm above ground level, painted black and white in 15cm. wide strips filled with 80x100mm, rectangular or 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC 79:79 etc., Complete.(as per MORTH & H Specifications No 805)

Road A (Road furniture)

Providing and fixing of Retro Reflectorized Overhead Gantry Informatory sign made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67 - 2012 and ASTMD4956 - 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be made of 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with SONS (Nominal Bore) MS Pipe with 4mm thick and 40NB (Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at the top and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44xl30 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved direction information should be digitally printed and should have 70% of the co­ efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 - 2012.The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years 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 MoRT&H specification No.SO !).Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges and necessary for satisfactory completion of the work as directed by the engineer-in­ charge etc., complete. Digitally Printed Retro Reflectorized Overhead Gantry Informatory Sign Board

Road A (Road furniture)

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 Metal Beam Crash Barrier Type - A, "W"Double Guard

Road A (Road furniture)

Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grill/mesh/similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. Rigid Median Marker

Road A (Road furniture)

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