Widening the existing 2 lane carriageway to 2 lane with paved shoulders from Km 0/0 to Km 33/000 of NH 544H, Strengthening from Km 18/600 to 33/000 (Eligible stretches), Widening/Reconstruction/ Construction of Minor Bridges, culverts, Construction

Amount

Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Box Cutting.

Providing laying and compacting granular sub base with well graded materials as per table 400-1/400-2 and grade III (with apprepriate CBR value of 30) of MORTH Revision - V of 200mm on prepared sub- grade in accordance with the requirements of the specifications. The material shall be laid in one or more layers as necessary according to lines grades and cross sections shown in the drawings or as directed by the engineer

Providing and laying Wet Mix Macadam Base Course of 250mm compacted thickness in two layers of 125mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular material of quality size and grading plasing in layer with motor grader and compaction with Vibrating Rollers of 80 to 100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments safety measures testing and incidentals necessary to complete the work as per MO0RT&H 406 specification and as directed by Engineer

Providing and laying single coat of low viscosity liquid bituminous material to the absorbent WMM surface using 6.0 Kgs of bituminous Emulsion primer for 10sqm area including cost of bituminous primer including labor charges for preparing the surface to lay the bituminous primer and applying the required quantity of bituminous primer as primer coat by bitumen sprayer etc., Complete as pr clause 502 of MOST specifications.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom.

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG 40 at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects.

Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG 40 at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects.

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom.

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMB 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Dismantling Prestressed / rerinforced Cement concrete grade M 20 & above 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.

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 of MORT & specification.

Reconstruction of Minor Bridge at Km 27/4

Dismantling Cement concrete grade M 15 & M20 of existing structures like culverts, bridges, retaining walls and other structures comprising of masonry, cement concrete, wood 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.

Dismantling Prestressed / rerinforced Cement concrete grade M 20 & above 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

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 bailing out water shoring strutting, walling and forming protective bunds whereever necessary etc., complete as per relevent standard specification for DRESSING THE BED UPTO SILL LEVEL

Earthwork excavation in all classes of soil except Soft disintegrated rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all incidential 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 PILECAP UNDER ABUTMENTS AND PIERS.

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 incidential 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 PILECAP UNDER ABUTMENTS AND PIERS.

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 ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.

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.

Vibrated reinforced cement concrete M-30 Grade, Design Mix, using 20 mm & below ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cement at site 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 charges for tools and plants, including all other incidental charges, etc., complete as per standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS.

Vibrated reinforced cement concrete M30 (Design mix) using 20mm & below ISS metal, including cost and conveyance of all materials to site and cost of cement at site,but 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 oter incidental charges,etc., complete for PEDESTALS OVER CAPPING BEAMS AND BED BLOCKS

Supply and fixing of Elastomeric bearing of size 300x400x48mm including cost and conveyance to work site, labour for fixing the same in correct position and all other incidental charges etc., complete as per standard specifications.

Vibrated reinforced cement concrete M-30, Grade, Design Mix using 20mm & below ISS size hard granite broken graded metal including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying, curing concrete, working at heights, potable water, hire charges for tools and plants, including all other incidental charges etc., complete as per relevant standard specification for T-BEAMS AND CROSS BEAMS.

Vibrated reinforced cement concrete M-30, Grade, Design Mix using 20mm & below 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 charges for tools and plants, including all other incidental charges,including inspection chamber, inclusive of 150mm ducts and other accessories of footpath etc., complete for DECK SLAB.

Vibrated reinforced Concrete M-35, Grade, Design Mix, using 20mm & below ISS size hard granite broken graded metal including cost and conveyance of all materials to site including 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 for CRASH BARRIER

Providing and fixing of Galvinised 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.

Vibrated Cement Concrete M-15, Grade, Nominal Mix 1:2:4 , 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,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PARAPET OVER WINGS.

Supplying and installation of STRIP SEAL EXPANSION joint system conforming to specifications for Road and Bridge Works-IV Revision; 2001 Published by Ministry of Surface Transport (Roads Wing) 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 labour, equipment and incidental charges for fixing the joints complete in all respects, as per specifications.

Vibrated Cement Concrete M15, Grade, Nominal Mix, 1:2:4 using 20mm 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.

Vibrated Reinforced Cement Concrete M-30, Grade, Design Mix, using 20mm & below 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 chages etc., complete for over Deck Slab & Approach Slab including steel

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMB 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Providing and fixing PVC seepage pipes of 100mm dia.PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the backfill IN BETWEEN THE ABUTMENTS AND WINGS

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-B and 305 -4-4 etc., complete.

Filling behind Abutments and wings as per Appendix 6 of IRC: 78-2000 with clean gritty free draining gravel including cost and draining gravel having Ø value more than 35° 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 and lifts for water and all other incidental charges, etc., complete.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, conforming to IS:1786-1985, 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 overlaping to the required length wherever 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-500D grade.

Substructure

Superstructure

Supply and fabrication of S-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, S-240 grade mesh Reinforcement

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 charages for fixing and including all other incidental charges etc complete., for proving utility services in footpaths.

Diversion Road

Construction of embankment with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 of MORT & specification.

Construction of Granular sub base (GSB) 100mm by providing coarse graded materials of grading III 53mm to 26.50mm at 35%, 26.50mm to 4.75mm @ 45%, 2.36mm and below 20% IRC size HGB metal mixing in mechanical mix plant at OMC carrying the mix to the work site spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density complete as per clause 401 of MORTH&H

Providing, laying, spreading and compacting graded stone aggregates to Wet Mix Macadam 250mm specification including pre mixing the material with water at OMC in mechanical mix plant carriage of mixed material by tipper to site, laying in uniform layer with paver in sub base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specification No.406.

Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 Kg/sqm using mechanical means

Providing laying and compacting Open graded premix carpet 20mm thick with a liauid seal coat which is shall consist of open graded carpet of 20mm thickness in a single course composed of suitable small sized aggregated premixed with bituminous binder with application of lquid seal coat for sealing the viods in a bituminous surface conforming to the specifications.

Supply of NP3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 1989 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete for culvert.

Hoisting and Fixing of 1000 mm dia. NP4 pipes to proper gradient including all Labour charges and all other incidental charges etc., Complete for culvert.

Widening of Bridge 10/8

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 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 DRESSING THE BED UP TO SILL LEVEL.

Earthwork excavation in all classes of soil except soft desintegrated rock except Kankar / Soft disintegrated rock not requiring blasting and 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 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.

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 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.

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm 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 FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.

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, -

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings 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, -

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

Vibrated Reinforced Cement Concrete of grade M30 mesign mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement 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.

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.

Filling behind Abutmants 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.

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

Supply and fabrication of Fe 500 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-

Superstructure

Substructure

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.

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 chages etc., complete for Approach Slab including steel

Proivding and laying of Tack Coat using Bitumen Emulsion at the rate of 3.00 kg per Ten Square Metre over the Concrete surface another construction over it.

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMB 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Vibrated Reinforced Cement Concrete M-35, 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)

Vibrated Cement Concrete M20 grade Nominal Mix 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,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPET OVER WINGS.

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.

Widening of Bridge 11/2

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 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 DRESSING THE BED UP TO SILL LEVEL.

Earthwork excavation in all classes of soil except soft desintegrated rock except Kankar / Soft disintegrated rock not requiring blasting and 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 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.

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 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.

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm 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 FOOTINGS OF ABUTMENT, PIERS AND WINGS BELOW SILL LEVEL.

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm 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 including all other incidental charges etc; complete as per relevant standard specifications, for SUBSTRUCTURE OF ABUTMENTS, WINGS, AND PIERS ABOVE SILL LEVEL.

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, -

Providing and fixing seepage pipes of 100mm dia. PVC pipes of required lengths for abutments and wings 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, -

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

Vibrated Reinforced Cement Concrete of grade M30 mesign mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost ofcement 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.

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.

Filling behind Abutmants 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.

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

Supply and fabrication of Fe 500 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

Superstructure

Substructure

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.

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 chages etc., complete for Approach Slab including steel

Proivding and laying of Tack Coat using Bitumen Emulsion at the rate of 3.0 kg per Ten Square Metre over the concrete surface for another construction over it.

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMB 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Vibrated Reinforced Cement Concrete M-35, 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)

Vibrated Cement Concrete M20 grade Nominal Mix 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,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for PCC PARAPET OVER WINGS.

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.

Widening of slab Culvert 1/6

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

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

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Widening of slab Culvert 2/2

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

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

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Widening of slab Culvert 2/8

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

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

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Widening of slab Culvert 3/10

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

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

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Widening of slab Culvert 5/10

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Widening of slab Culvert 6/10

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Widening of slab Culvert 10/2

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

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

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Widening of slab Culvert 16/10

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

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

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Widening of slab Culvert 17/2

Dismantling the existing Random Rubble Masonry wall including all labour and other incidental charges etc., complete

Earthwork excavation in all calsses of soils 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 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 FOUNDATIONS FOR ABUTMENTS WING WALL etc., complete

Vibrated cement concrete of grade M15 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 formwork, 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 FOOTINGS OF ABUTMENT, WINGS, AND PIERS. 1 Cu.m(Below Sill level)

Vibrated cement concrete M15 grade Nominal Mix 1:2:4 usnig 40 mm 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, curing concrete, working at heights, hire charges for Tools and Plants including all other incidental charges etc, complete for SUBSTRUCTURE OF ABUTMENTS WINGS AND PIERS -1 Cum (Above sill level)

Vibrated reinforced cement concrete M25 grade Design Mix using 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, curing concrete, working at heights, hire charges for tools and plants, including all other incidental chargeas, etc., complete for BEDBLOCK OVER ABUTMENTS AND PIERS. -1 Cum (For Estimate Purpose, mix (1:1.5:3)

Vibrated cement concrete M:20 using 20mm ISS HBG metal including cost and conveyance ofall materials to site including cement which will be supplied by the Department at the departmental stores or at site of work and its cost recovered as stipulated in the special conditions appended herewith 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 baling cut water, maintaining of protective bunds, cofferdams, shoring, structting etc., complete asper relevent standard specification, for DECKSLAB AND KERB

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Deck slab.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. - for Bed Block & surface Reinforcement.

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.

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.

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-

Providing and fixing seepage pipes of 100mm dia. PVC pipes of requied 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 arangements with 100mm size broken ganite chips at the periphery and labour charges for fixing, etc.,to drain of the BACKFILL IN THE ABUTMENTS AND WINGS

Providing and laying of tack coat over the Concrete surface treated with primer using 3.00Kgs of bituminous emulsion RS-1 for 10sqm area including cost of bituminous binder including lab our charges for applying the required quantity of bituminous bidder as tack coat by bitumen sprayer etc., complete as per clause 503 of MOST specifications

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Box culvert -12nos (1x1-6nos at Km 2/10,3/8,7/10,8/10,12/4,14/4 2x2-5nos at Km 0/8,3/4,11/10,31/8,32/6 &3x2-1no at Km 1/4)

Dismantling the existing PCC including all labour and other incidental charges etc., complete

Dismantling the existing RR masonry in slab culvert including all labour and other incidental charges etc., complete.

Dismantling the existing RCC Slab in slab culvert including all labour and other incidental charges etc., complete

Removing of the existing RCC hume pipe including all labour and other incidental charges etc., complete as per Road data 2.40(ix)

Earthwork excavation in all classes of soilssuch as hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stony earth etc., and depositing on bank with all leads and lifts and all other incidental charges such as bailing out water, shoring, strutting, walling and forming protective bunds, wherever necessary etc,. complete as per standard specification for dressing the bed upto sil level. & training the Channel

Plain Cement Concrete in M15 using 40 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

Vibrated Plain 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

Vibrated Plain 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

Vibrated Reinforced Cement Concrete in M20 (Design Mix) using 20 mm ISS HBG metal including coast 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 for Base Slab, Cover Slab and Side walls excluding Cost of Steel.

Supply and fabrication of Grade Fe-500 D steel required for all RCC items of works involved in the schedule including cost of steel 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, etc., complete. -

Providing and fixing 100 mm dia PVC SEEPAGE pipe of required length for abutment and wing including cost and conveyance of all materials to worksite, cost and labour for 100mm dia semi_spherical backfill arrangements with 100mm size broken granite chips at the periphery and labour charges for fixing etc., complete to drain the backfill.

Providing and fixing of Galvinised 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 posiyion etc,complete

Filling with soil from borrow pit including cost and conveyance of gravel to work site 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.(Labour charge only)

Providing filter media behind the abutments and wings for 600 mm thickness using filter materials confirming to Cl. 309-3-2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., Filter media

Drain

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 equipment and all incidental charges such as baling out water, providing and maintaining necessary coffer dams, sheeting, shoring, bracing and their subsequent removal. Removal of all logs, stumps grubs and other deleterious matter and obstruction, trimming bottom of excavation, back filling, and clearing the site and disposal of all surplus material etc., complete as per relevant standard specification for foundation ( Drain 1.00 x 1.20 )

Vibrated cement concrete of grade M15 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 formwork, 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 BASE COURSE

Vibrated Reinforced Cement Concrete of grade M25 DESIGN MIX using ISS size graded 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 BASE SLAB, Wall AND TOP SLAB for Drain

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, 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 overlaping to the required length wherever 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 D grade

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 boxing

Providing laying and compacting granular sub base with well graded materials as per table 400-1/400-2 and grade III (with apprepriate CBR value of 30) of MORTH Revision - V of 150mm on prepared sub- graded in accordance with the requirements of the specifications. The material shall be laid in one or more layers as necessary according to lines grades and cross sections shown in the drawings or as directed by the engineer

Providing and laying Wet Mix Macadam Base Course of 150mm compacted thickness in single layer of 150mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular material of quality size and grading plasting in layer with motor grader and compaction with Vibrating Rollers of 80 to 100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments safety measures testing and incidentals necessary to complete the work as per MORT&H 406 specification and as directed by Engineer.

Supply and fixing of 80 mm thick Wet Mix Vibro Compacted M50 grade heavy duty load paver interlocking block with super embedded unskids texture design making the international standard size with zig zag design for hipper interlocking capacity rate inclusive of materials, transporting to the worksite from the factory and labour charges for laying, compacting with paver vibrator and inclusive of taxes, etc.,

Retaining wall

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 equipment and all incidental charges such as baling out water, providing and maintaining necessary coffer dams, sheeting, shoring, bracing and their subsequent removal. Removal of all logs, stumps grubs and other deleterious matter and obstruction, trimming bottom of excavation, back filling, and clearing the site and disposal of all surplus material etc., complete as per relevant standard specification for foundation ( Drain 1.00 x 1.20 )

Cement Concrete M15,Nominal mix 1:2:4 using 40 mm ISS HBG metal including cost and conveyance of all materials to site, Complying to the required standard and specifications including labour for formwork, laying watering, curing and compacting vibrator charges and all other incidental charges etc., complete as per MORT & H 1000,1500,1700,2908 for BASE COURSE BELOW FOOTING OF PCC RETAINING WALL

Vibrated cement concrete M15, 1:2:4 mix using 40mm ISS HBG metal including cost and conveyance of all materials to site., complying to the required standard and specifications including labour for formwork, laying, watering, curing and compacting vibrator charges and all other incidental charges etc., complete for body walls and parapet wall. MORT & H 2900, 2908

Vibrated Reinforced Cement Concrete M25 Design Mix Using 20mm &12mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for FOOTINGS OF RCC RETAINING WALLS.

Vibrated Reinforced Cement Concrete M25 Design Mix Using 20mm &12mm Metal, including cost and conveyance of all materials to site and cost cement at site but excluding cost and fabrication of steel, but, including all labour charges for mixing concrete, laying, curing concrete, working at heights, soft water, hire charges for tools and plants, including all other incidental charges, etc., complete for for STEM OF RCC RETAINING WALLS.

Providing & Fixing seepage pipes of 100mm PVC pipes of required lengths for retaining walls including cost and conveyance of all materials to worksite, labour for fixing the same in position etc. Complete

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, 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 overlaping to the required length wherever 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

Providing filter media behind the abutments and wings for 600 mm thickness using filter materials confirming to Cl. 309-3-2B of MOST well packed with smaller sized towards the soil and bigger size towards the wall including cost and conveyance to work site including all other incidental charges, etc., Filter media

Filling behind Abutmants 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.

Road furniture

Providing and laying of hot applied thermoplastic compound 2.5mm thick inclueding reflctorising glass beads at 250gms per sqm,area thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35.The finished surface to be level,uniform and free from streaks and holes

Providing and laying of hot applied thermoplastic compound 5.0mm thick inclueding reflctorising glass beads at 250gms per sqm,area thickness of 5.0mm exclusive of surface applied glass beads as per IRC:35.The finished surface to be level,uniform and free from streaks and holes

Providing and fixing unidirectional reflective pavement marker (RPM) or road studs bonded to or anchored with in the road road surface for lane marking and deleniation for night visibility with plastic body of RPM/Road studs moulded from ASA(Acrylic strene acrylonitrite)or HIPS (High- impact polystyrene)The marker shall support a load of 13635kg tested in accordance with ASTM D 4280.Reflective panels shall consist of number of lenses containing single or duel prismatic cube capable of providing total internal reflection of the light entering the lens face.lenses shall be moulded of methyl methacrylate conforming to ASTM D 788 or equalent etc..,complete(As per technical specification of NHAI clasue A-8)

Providing and fixing of retroreflectorised cautionary, Mandatory and informatory signs as per IRC67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade CC of 45x45x60cm,60cm below ground level etc,,.complete (As per MORTH specification No 801) 90cm eqilateral triangle without definition board

Providing and errecting direction and place identification retro-reflectorised as per IRC 67-2012 made out of high intensity grade sheeting vide clause 801.3 fixed over 1.5mm thick Aluminium sheeting fixed on back supporting frame and supported on a mild steel angle iron post 75x75x6mm to the ground by means of properly designed foundation with M15 grade CC of 45x45x60cm,60cm below ground level as per (Approved drawing) (Upto 0.90 Sqm)

Providing and fixing of retro reflectorised hazard marker traffic signs as per IRC67-2012 made of high intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M15 grade CC of 45x45x60cm,60cm below ground level etc,,.complete

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm 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 charges. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection 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 MORT&H Spec.No.801) Cautionary Signs Chevron Boards

Providing and erecting single sided Double Guard Rail system comprising of 3mm thick all ‘W’ beams. Posts & spacer channels shall be made by cold roll forming, using HR coils conform to IS 5986 Fe 410/360. And hot dip galvanized having Zine mass of 550gms/Sqm Minimum 95cm. above mad ground level, fixed on ISMC series Channel Vertical post. 180 x 75 x 5mm spaced 2mtr centre to centre 312mm x 83mm flange widthx3mm thick, 4318mm long. Post directly embedded in the concrete (M20) pit size 350 x 350 x 800mm for a length of 900mm below ground. All fixing bolts and nuts hot dip galvanized confirming to IS: 1367 clause 4.6 all complete as per Technical specifications and as directed by the Engineer-in charge.

Providing and fixing of digitally printed retro - reflectorized overhead cantilever gantry informatory sign board made out of cube corner micro prismatic grade sheeting of type X1 standards of IRC -2012 and ASTM D4956 - 09 specification,digitally printed using latex printer for traffic color logo / text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates,fixed over 2mm thick aluminium sheet with back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on a vertical post of 300 NM (Nominal Bore) MS pipe with 4mm thick and 40NB Nominal bore) MS pipe with 3.20mm thick support posts.the sign board should be painted as per IRC 67-2012 and firmly fixed to the group by means of properly designed substructure and foundation with reinforced cement concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80m x1.80m x0.30m) with Fe 500 steel over plain cement concrete M15 grade levelling course of 100mm thick.The minimum depth of foundation shall not be less than 2.00m.1 number of MS base plate of size 1200mm x 1200mm x 25mm with Anchor bolts of 25mm dia and 1000mm legth,2 numbers of MS Top plates of size 900mm x 2100mm x16mm with suitable bolts washers,suitable numbers of MS stiffener plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges and fixing the overhead cantilever sign board in position,etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authority and as directed by the engineer-in-charge.The micro prismatic grade retro-reflective sheet should have minimum co-efficient of Retro-reflection values as per table 6.9 of IRC 67 2012.The retro-reflective sheeting shall be covered under 10 years warranty.

Providing and erecting Single Sided Double Guard metal beam crash barrier System 1.70 m height 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 550 gms/sqm minimum 950mm above road/ ground level, fixed on ISMC series channel vertical post 150x75x5mm spaced 2m centre to centre 312mmx83mm 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 completed as per Technical Specifications and as directed by the Engineer in charge.

Truck lay bye

Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Box Cutting.

Providing laying and compacting granular sub base with well graded materials as per table 400-1/400-2 and grade III (with apprepriate CBR value of 30) of MORTH Revision - V of 150mm on prepared sub- graded in accordance with the requirements of the specifications. The material shall be laid in one or more layers as necessary according to lines grades and cross sections shown in the drawings or as directed by the engineer

Providing and laying Wet Mix Macadam Base Course of 250mm compacted thickness in two layers of 125mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular material of quality size and grading plasing in layer with motor grader and compaction with Vibrating Rollers of 80 to 100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments safety measures testing and incidentals necessary to complete the work as per MO0RT&H 406 specification and as directed by Engineer

Providing and laying single coat of low viscosity liquid bituminous material to the absorbent WMM surface using 6.0 Kgs of bituminous Emulsion primer for 10sqm area including cost of bituminous primer including labor charges for preparing the surface to lay the bituminous primer and applying the required quantity of bituminous primer as primer coat by bitumen sprayer etc., Complete as pr clause 502 of MOST specifications

Providing and laying Dense graded bituminous macadam with 100 - 120 THP hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder VG 40 at 4.0 to 4.5% by weight of total mix and filler, trnsporting the hot mix to site, laid over a previously prepared surface with a hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled, vibratory and tandom rollers to acheieve the desired compaction as per clause 507 of MORT & H specifications complete in all respects. (Grading II)

Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.20 Kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom.

Providing and laying Bituminous concrete with 100-120 TPH hot mix plant producing and average output of 75 tonnes per hour using crushed aggregates of specified premixed with bituminous binder CRMP 55 at 5.4 to 5.6% by weight of total mix and filler, transporting the hot mix to site laid over a previously prepared surface with hydrostatic paver finisher with sensor control to the required grade, level and alignment and rolled with smooth wheeled vibratory and tandom rollers to achieve the desired compaction as per clause 508 & 521 of MORT & H specifications complete

Vibrated cement concrete of grade M15 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 formwork, 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

Rainwater harvesting

Drilling of borewells of size 160mm dia vertical clear bores in Soft rock using hand boresets including insertion of casing pipes and removal of casing pipes etc., including supplying and packing of pebbles and conveyance of hand Boreset including loading and unloading

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, equipments and all incidental charges such as 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 etc., complete as per specification.

Supplying,delivery and fixing of 500mm RCC ring including all cost and conveyance af labour charges etc complete as per standard specification.

Providing and laying of filter media with granular materials / stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORT & H specifications to a thickness of not less than 600 mm with 6mmsmaller size towards the wall to the full height compacted to a firm condition complete as per drawing and techinical specifications.

Construction of Toll Plaza( 3+3 lane ) at Km 14/8 - 15/0 of Thoppur - Mettur - Bhavani - Erode Road

Earthwork excavation including removal and satisfactory disposal of all materials necessary for the construction of road way and side drain in accordance with specification and lines grades and cross section shown in drawing or as indicated by the engineer for all other incidental charges etc., complete for Box Cutting. As per road data

Construction of subgrage with approved material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Table 300-2 of MORT & specification.

Providing laying and compacting granular sub base with well graded materials as per table 400-1/400-2 and grade III (with apprepriate CBR value of 30) of MORTH Revision - V of 150mm on prepared sub- graded in accordance with the requirements of the specifications. The material shall be laid in one or more layers as necessary according to lines grades and cross sections shown in the drawings or as directed by the engineer

Construction of dry lean cement concrete Sub- base over a prepared sub-grade with coarse and fine aggregate conforming to IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed 15:1, aggregate gradation after blending to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to be less than 10 Mpa at 7 days, mixed in a batching plant, transported to site, laid with a paver with electronic sensor, compacting with 8-10 tonnes vibratory roller, finishing and curing.

Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing - Pavement Quality Concrete

Construction of cement concrete kerb with top and bottom width 115 and 165 mm respecively, 250 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 with kerb laying machine, foundation concrete laid manually, all complete as per clause 408. - Kerb wall

Vibrated Reinforced Cement Concrete of grade M35 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 RCC Crash Barrier

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 RCC Median M30

Filling of Median and Island with approved material deposited at site from borrow pits, spread, graded and compacted as per Technical specifications and as directed by the Engineer-in-charge.

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 boxing

Providing laying and compacting granular sub base with well graded materials as per table 400-1/400-2 and grade III (with apprepriate CBR value of 30) of MORTH Revision - V of 150mm on prepared sub- graded in accordance with the requirements of the specifications. The material shall be laid in one or more layers as necessary according to lines grades and cross sections shown in the drawings or as directed by the engineer

Providing and laying Wet Mix Macadam Base Course of 150mm compacted thickness in single layer of 150mm thick or else as specified on the prepared sub-base with graded stone aggregate and granular material of quality size and grading plasting in layer with motor grader and compaction with Vibrating Rollers of 80 to 100 KN static weight and fine dressing for required grade and cross slope as shown on the drawing equipments safety measures testing and incidentals necessary to complete the work as per MORT&H 406 specification and as directed by Engineer

Supply and fixing of 80 mm thick Wet Mix Vibro Compacted M50 grade heavy duty load paver interlocking block with super embedded unskids texture design making the international standard size with zig zag design for hipper interlocking capacity rate inclusive of materials, transporting to the worksite from the factory and labour charges for laying, compacting with paver vibrator and inclusive of taxes.ocks

Cement Concrete 1:2:4 mix ( M 15) using 40mm 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- BASE COURSE., complete for BASE CONCRETE. MORT & H 2900, 2908 Asper Bridge Data vide item No.9 - Levelling course

Vibrated Reinforcement Cement Concrete M30 using 20mm ISS HBG metal including cost and conveyance of all materials to site., complying to the required standard and specifications including labour for formwork, laying, watering, curing and compacting vibrator charges and all other incidental charges etc., complete for SLAB. MORT & H 2900, 2908

RCC M30 Cover Slab (Precast)Vibrated Reinforcement Cement Concrete M30 using 20mm ISS HBG metal including cost and conveyance of all materials to site., complying to the required standard and specifications including labour for formwork, laying, watering, curing and compacting vibrator charges and all other incidental charges etc., complete for SLAB. MORT & H 2900, 2908

Providing and fixing G I Grating plate of approved make with including all special and adhesive for required length for drainage arrangement including cost and conveyance of all materials to worksite as per MORT&H specifications

Supply and Fabrication of Standard steel sections required for all steel structure works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping,welding to the required length wherever necessary and placing the steel structure in position as specified in the drawings, including all other incidental charges etc, complete for Foot Over Bridge as per standard drawings of 3+3 lane Toll Plaza. as per MORT&H specification

Office Building (Specification of building annexure is enclosed separatly ) As per norms ventilation to be provided 1/5 th of total building area. and as directed by Engineer in charge

Supply and installation of installation of Weigh bridge having capacity of 120 Metric Tonne including all cost and conveyance etc., complete as per standard specifications

System supply, installation, integration and commissioning of FID ETC transceiver near pay axis -mounted on canopy(1 per lane), Electronics enclosure-(1per lane), Lane controllor with industrial PC-(1 per lane), AVC including sAutomatic barrier gate- (1 per lane)ensor, loop and detector- (1 per lane),user fare display with mounting pole - (1 per lane), Overhead lane stATUS Light(OHLS)- (1 per lane), Traffic light with mounting plate - (1 per lane), Loops with detector - (2 per lane), Incident capture camera with mounting plate -(1 per lane), License plate image capture camera with mounting plate - (1 per lane), Customized industrial grade keyboard - (1 per lane), Cabling/networking /installation/ commissiong (lumpsum), Software-lane level-(1 per lane), Plaza servers in hot standby configuration, Workstations for MIS,cashup,Audit & LSDU(lane status display unit in control room), 24 port network switch (layer 3), Internal router for connnection to the CCH, Software-plaza level, UPS system as required for complete Hybrid ETC toll plaza system, Installation of broadband internet connection witNetwork video recorder (NVR) for CCTV recording with adequate storage minimum 2 Mbps link, UPS system as required for complete Hybrid ETC toll plaza system, Network video recorder (NVR) for CCTV recording with adequate storage,TFT monitor - (1 per lane), Thermal receipt printer - (1 per lane), Barcode reader with stand- (1 per lane), violation light & Alarm ( on existing pole) and foot switch in booth - (1 per lane), Booth CCTV camera with voice recording - (1 per lane), slave unit in booth - (1 per lane), Lane level UPS - (1 per lane), Intercom master unit - (1 per plaza), CCTV camera for plaza building surveilance ( sensor room, control room, cash room, admin) including Operation and Maintenance charges for two years etc., complete as per standard specifications of Toll Plaza for 3+3 toll plaza complete., ETC lane

Supply and installation of toll fee collection counter with aluminium framed section size of 2.75m length x 1.7m width x 2.5m height duly partition with one number of door with 2.5m height x 06m width, sill level covered with ACP sheet, sill level to lintel level covered with glass, lintel level to roof level covered with ACP sheet and roof top covered with MDF sheet including suitable cross section of aluminium channels, cutting, fixing, , bolt screw etc as directed by the Engineer In charge Collection booth cash pay

Supply and installation of toll fee collection counter with aluminium framed section size of 2.75m length x 0.6m width x 2.5m height duly partition with one number of door with 2.5m height x 06m width sill level covered with ACP sheet, sill level to lintel level covered with glass lintel level to roof level covered with ACP sheet and roof top covered with MDF sheet including suitable cross section of aluminium channels, cutting, fixing, bolt screw etc, as directed by the Engineer In charge Collection booth ETC

Road furniture

Providing and laying of hot applied thermoplastic compound 2.5mm thick inclueding reflctorising glass beads at 250gms per sqm,area thickness of 2.5mm exclusive of surface applied glass beads as per IRC:35.The finished surface to be level,uniform and free from streaks and holes (White lane marking)

Providing and fixing unidirectional reflective pavement marker (RPM) or road studs bonded to or anchored with in the road road surface for lane marking and deleniation for night visibility with plastic body of RPM/Road studs moulded from ASA(Acrylic strene acrylonitrite)or HIPS (High- impact polystyrene)The marker shall support a load of 13635kg tested in accordance with ASTM D 4280.Reflective panels shall consist of number of lenses containing single or duel prismatic cube capable of providing total internal reflection of the light entering the lens face.lenses shall be moulded of methyl methacrylate conforming to ASTM D 788 or equalent etc..,complete(As per technical specification of NHAI clasue A-8)( Road Studs with Lens Reflector)

Providing and fixing of digitally printed retro - reflectorized overhead cantilever gantry informatory sign board made out of cube corner micro prismatic grade sheeting of type X1 standards of IRC -2012 and ASTM D4956 - 09 specification,digitally printed using latex printer for traffic color logo / text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates,fixed over 2mm thick aluminium sheet with back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on a vertical post of 300 NM (Nominal Bore) MS pipe with 4mm thick and 40NB Nominal bore) MS pipe with 3.20mm thick support posts.the sign board should be painted as per IRC 67-2012 and firmly fixed to the group by means of properly designed substructure and foundation with reinforced cement concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80m x1.80m x0.30m) with Fe 500 steel over plain cement concrete M15 grade levelling course of 100mm thick.The minimum depth of foundation shall not be less than 2.00m.1 number of MS base plate of size 1200mm x 1200mm x 25mm with Anchor bolts of 25mm dia and 1000mm legth,2 numbers of MS Top plates of size 900mm x 2100mm x16mm with suitable bolts washers,suitable numbers of MS stiffener plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges and fixing the overhead cantilever sign board in position,etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authority and as directed by the engineer-in-charge.The micro prismatic grade retro-reflective sheet should have minimum co-efficient of Retro-reflection values as per table 6.9 of IRC 67 2012.The retro-reflective sheeting shall be covered under 10 years warranty.(digitally printed retro - reflectorized overhead cantilever gantry informatory sign board of size 5.00 X 1.80 m)

Providing and fixing of digitally printed retro - reflectorized overhead cantilever gantry informatory sign board made out of cube corner micro prismatic grade sheeting of type X1 standards of IRC -2012 and ASTM D4956 - 09 specification,digitally printed using latex printer for traffic color logo / text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates,fixed over 2mm thick aluminium sheet with back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on a vertical post of 300 NM (Nominal Bore) MS pipe with 4mm thick and 40NB Nominal bore) MS pipe with 3.20mm thick support posts.the sign board should be painted as per IRC 67-2012 and firmly fixed to the group by means of properly designed substructure and foundation with reinforced cement concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80m x1.80m x0.30m) with Fe 500 steel over plain cement concrete M15 grade levelling course of 100mm thick.The minimum depth of foundation shall not be less than 2.00m.1 number of MS base plate of size 1200mm x 1200mm x 25mm with Anchor bolts of 25mm dia and 1000mm legth,2 numbers of MS Top plates of size 900mm x 2100mm x16mm with suitable bolts washers,suitable numbers of MS stiffener plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges and fixing the overhead cantilever sign board in position,etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authority and as directed by the engineer-in-charge.The micro prismatic grade retro-reflective sheet should have minimum co-efficient of Retro-reflection values as per table 6.9 of IRC 67 2012.The retro-reflective sheeting shall be covered under 10 years warranty. Toll Fee information(4x3 single leg MS round)(60% on BOE) due to 3m height

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Providing and fixing of digitally printed retro - reflectorized overhead cantilever gantry informatory sign board made out of cube corner micro prismatic grade sheeting of type X1 standards of IRC -2012 and ASTM D4956 - 09 specification,digitally printed using latex printer for traffic color logo / text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates,fixed over 2mm thick aluminium sheet with back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on a vertical post of 300 NM (Nominal Bore) MS pipe with 4mm thick and 40NB Nominal bore) MS pipe with 3.20mm thick support posts.the sign board should be painted as per IRC 67-2012 and firmly fixed to the group by means of properly designed substructure and foundation with reinforced cement concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80m x1.80m x0.30m) with Fe 500 steel over plain cement concrete M15 grade levelling course of 100mm thick.The minimum depth of foundation shall not be less than 2.00m.1 number of MS base plate of size 1200mm x 1200mm x 25mm with Anchor bolts of 25mm dia and 1000mm legth,2 numbers of MS Top plates of size 900mm x 2100mm x16mm with suitable bolts washers,suitable numbers of MS stiffener plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges and fixing the overhead cantilever sign board in position,etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authority and as directed by the engineer-in-charge.The micro prismatic grade retro-reflective sheet should have minimum co-efficient of Retro-reflection values as per table 6.9 of IRC 67 2012.The retro-reflective sheeting shall be covered under 10 years warrantyToll Fee Exemption (4x3 single leg MS round)(60% on BOE) due to 3m height

English

Hindi

Local language

Providing and fixing of digitally printed retro - reflectorized overhead cantilever gantry informatory sign board made out of cube corner micro prismatic grade sheeting of type X1 standards of IRC -2012 and ASTM D4956 - 09 specification,digitally printed using latex printer for traffic color logo / text and laminated with clear electro-cuttable film and applied to properly prepared sign substrates,fixed over 2mm thick aluminium sheet with back supporting frame of size 50mm x 50mm x 6mm MS angle and supported on a vertical post of 300 NM (Nominal Bore) MS pipe with 4mm thick and 40NB Nominal bore) MS pipe with 3.20mm thick support posts.the sign board should be painted as per IRC 67-2012 and firmly fixed to the group by means of properly designed substructure and foundation with reinforced cement concrete M20 grade column (1.25m x 1.25m x 1.90m) and footing (1.80m x1.80m x0.30m) with Fe 500 steel over plain cement concrete M15 grade levelling course of 100mm thick.The minimum depth of foundation shall not be less than 2.00m.1 number of MS base plate of size 1200mm x 1200mm x 25mm with Anchor bolts of 25mm dia and 1000mm legth,2 numbers of MS Top plates of size 900mm x 2100mm x16mm with suitable bolts washers,suitable numbers of MS stiffener plates of 8mm thick are to be used to hold the sign board at the bottom and top respectively including cost and conveyance of all materials,equipment,machinery and labour with all leads and lifts,loading charges and fixing the overhead cantilever sign board in position,etc., for satisfactory completion of the work as per structural and foundation drawings approved by the competent authority and as directed by the engineer-in-charge.The micro prismatic grade retro-reflective sheet should have minimum co-efficient of Retro-reflection values as per table 6.9 of IRC 67 2012.The retro-reflective sheeting shall be covered under 10 years warrantyToll Fee exemption dignitaries (4x3 single leg MS round) [60% on BOE] due to 3m height

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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, specofocation and fixed over 2 mm thick aluminium sheet fixed over a back supporting frame of 25 mm x 25 mm x 3 mm mild steel angle and supported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m 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 45 cm x 45 cm x 60 cm size including cost and conveyance of all materials, equipments, 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(as per MORT&H specification No. 801) (For location of blackspot, curve, sharp bend, junction, ghat roads and critical zone applications) -Toll Fee Monthly pass concession(4 x 3 single leg MS round) 12 Sqm

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Mandatory / Regulatory sign board

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( with definition board) 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 Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm 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 charges. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection 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 MORT&H Spec.No.801)( 90 cm high octagon )

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( with definition board) 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 Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm 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 charges. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection 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 MORT&H Spec.No.801)( 60 cm Circular )

Mandatory / Regulatory sign board

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( with definition board) 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 Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm 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 charges. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection 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 MORT&H Spec.No.801) Restriction end 900 mm

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm 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 charges. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection 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 MORT&H Spec.No.801)(Hazard marker 2 way- 60cm x 45 cm rectangular

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm 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 charges. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection 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 MORT&H Spec.No.801) Hazard marker 1 way left -60cm x 45 cm rectangular

Cautionary warning sign board

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm 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 charges. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection 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 MORT&H Spec.No.801)Road widen 900 mm equilateral triangle

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( without definition board) made out of High Intensity Prismatic Grade Sheeting confirming to Type - IV standards of IRC 67 - 2012 and ASTM D 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75 mm x 75mm x 6 mm 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 M15 grade cement concrete 45 cm x 45 cm x 60 cm 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 charges. High intensity Retro - Reflectro sheet shall consist of minimum coefficient of Retro - reflection 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 MORT&H Spec.No.801) Narrow road sign 900 mm equilateral triangle

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, specofocation and fixed over 2 mm thick aluminium sheet fixed over a back supporting frame of 25 mm x 25 mm x 3 mm mild steel angle and supported on a mild steel angle post 75x75x6 mm with a clear height of not less than 2.10 m from the ground level to the bottom of the sign board and 0.60 m 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 45 cm x 45 cm x 60 cm size including cost and conveyance of all materials, equipments, 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(as per MORT&H specification No. 801) (For location of blackspot, curve, sharp bend, junction, ghat roads and critical zone applications) Retro reflecting board

Supply , installation , testing and commissioning of the complete High Masts for Lighting, including the Civil Foundation Works. The mast shall be designed as per standard specification and directed by Engineer in charge - Highmast light

Supply , installation , testing and commissioning Ceiling lights per lane 3 lights 0.3 x 0.3 (180 to 220 watts) as per standard specification and directed by Engineer in charge

Supply and Fabrication of Standard steel sections required for all steel structure works involved in the schedule cost of steel at site fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including overlaping,welding to the required length wherever necessary and placing the steel structure in position as specified in the drawings, including all other incidental charges etc, complete for Steel Staircase as per standard drawings of 3+3 lane Toll Plaza.

Painting all surface required coats treated with primed surface ( foot over bridge, steel staircase, office building and all other items constructed and installed in the toll plaza arrangements) as per standard specifications and as directed by the engineer in charge.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500, conforming to IS:1786-1985, 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 overlaping to the required length wherever 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

Sri Ranganthar Constructions (P) Ltd

Selliamman Constructions Private Limited