Construction of Road Over Bridge In lieu of Existing Level Crossing No.13 at Railway Km31_12_14 in between Thirunindravur and Vepampattu Railway Stations

Amount

Earth work excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with initial leads and lifts as per SS20B, including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materialsetc., complete as per relevant standard specification, for for PILE CAPS UNDER ABUTMENTS AND PIERS as per section 300 of MORTH specification (V Revision) and Is 1200:1992 Part 1 (IV Revision)

upto 2m -Main Work

Sub Work - RE wall

Sub Work - STAIRCASE

Sub Work - DRAIN CUM FOOTPATH

2m - 3m - Main Work

Sub Work - STAIRCASE

Supply of M.S liner including fabrication , Driving upto refusal point permanent liner using 6mm thick M.S Plate confirmimg IS2062-2011 1200mm inner dia and charges for welding and construction with consumable, labour tools and plant required and driving the M.S Liner 6mm thick to be permanetly with the pile shaft as per requirement and as per specification and placing them in position with all lead and lift etc.,complete as per section 1100 and 1600 of MORT@H specifications (V Revisions)

Providing reinforced cement concrete cast-in-situ bored piles of 1200mm diameter in RCC using M35 (Design mix) using 20 mm ISS HBG metal with minimum cement content of 400 kg per cu. m maximum water cement ratio of 0.4 and slump of 150 - 200 mm by tremie concreting including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel and placing it in position before concreting setting up of piling equipment, shifting the same from one pile location to another pile location dismantling and including all labour for boring through all soils, leading the excavated earth to a distance 200 m including forming of working platform over the river bed for accomadating piling equipment forming approaches to the working platform, mixing concrete, filling it position by tremie pipe, cutting of pile head to cut-off level for casting pilecap, including diversion of water course if necessary and all other incidental charges etc., complete as per standard specifications, forming and maintaining protective bunds and all other incidental charges etc., complete for PILES BELOW PIERS as per section 1100 and 1700 of of MORT@H specifications (V Revision)

Plain Cement concrete M15 ( mix 1:2:4) using 40mm ISS metal including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges etc., complete as per relevant standard specification, for LEVELLING COURSE BELOW PILECAPS OF ABUTMENTS & PIERS

Main Work

Sub Work - STAIRCASE

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and abrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at depths, hire charges for tools and plants and all other incidental charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specification for PILECAPS UNDER ABUTMENTS AND PIERS as per section 1100,1500 and 1700 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, hire charges for tools and plants and all other incidental charges, etc., complete for ABUTMENTS AND RETURNS as per section 1500,1700 and 2200 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, hire charges for tools and plants and all other incidental charges, etc., complete for COLUMN PIERS 1800 MM DIA as per section 1500 ,1700 and 2200 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, hire charges for tools and plants and all other incidental charges, etc., complete for BED BLOCK CUM DIRT WALL OVER ABUTMENTS as per section 1500 ,1700

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, hire charges for tools and plants and all other incidental charges, etc., complete for CAPPING BEAMS OVER PIERS as per section 1500 ,1700 and 2200 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, hire charges for tools and plants and all other incidental charges, etc., complete for PEDESTAL OVER ABUTMENTS AND CAPPING BEAMS OF PIERS as per section 1500 ,1700 and 2200

Supply and fixing of ELASTOMERIC BEARING 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 as per section 2000 MORT@H specifications (V Revisions) and IRC :83-2015(part II)

Supplying and installation of STRIP STEEL EXPANSION JOINT SYSTEM conforming to specifications for Road and Bridge works-VI revision published by MORT&H in the 40 mm wide expansion gap provided in between decks over piers and in between deck and dirt wall over abutment with fatique tested structural steel section at the nosing and anchorage assembly, including cost and conveyance of all materials, cost of testing as per the MORT&H specifications, including labour and hire charges for equipments and all other incidental charges for fixing the joints complete in all respects, as per specifications.

Vibrated Reinforced Cement Concrete M35 (Design mix) using 20 mm ISS HBG 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, etc., complete as per standard specifications for T-BEAM AND CROSS BEAMS as per section 1500 ,1700 and 2300 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, hire charges for tools and plants and all other incidental charges, etc., complete for DECK SLABS as per section 1500 ,1700 and 2300 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, hire charges for tools and plants and all other incidental charges, etc., complete for CRASH BARRIER as per section 811,1700 and 2703.3 of MORT@H specifications (V Revisions)

Providing and fixing GALVANIZED DRAINAGE SPOUTS 100 mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100 mm dia drainage spout projecting atleast 300 mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of galvanised iron pipes and flats, labour charges for making and fixing them in position etc. complete as per section 2705 of MORT@H specifications (V Revisions)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, portable water, hire charges for tools and plants and all other incidental charges, etc., complete for HANDRAILS AND POSTS

Vibrated Cement Concrete M15 [Nominal mix 1:2:4] using 40 mm ISS HBG metal including cost and conveyance of all materials to site and cost of cement at site, including form work and all labour charges for mixing concrete, transporting and laying in position, compacting, finishing and curing, hire charges for tools and plants and all other incidental charges, etc., complete as per standard specifications for BASE COURSE BELOW APPROACH SLAB as per section 1500,1700 and 2704 of MORT@H specifications (V Revision)

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cost of cement at site including cost of form work but excluding cost and fabrication of steel, but including soft water, labour charges for mixing, transporting, laying, compacting, finishing and curing concrete, working at heights, hire charges for tools and plants and all other incidental charges, etc., complete for APPROACH SLABS as per section 1500,1700 and 2704 of MORT@H specifications (V Revisions)

Vibrated Cement Concrete M30 (Design mix) using 25mm, 12mm, 6mm size ISS HBG metal including cost and conveyance of all materials to worksite and cement at site including all labour charges for mixing concrete, laying, hire charges for tools and plants, compacting, curing with all leads for soft water, including all other incidental charges formwork, cost of premoulded expansion joints and fixing the same in position etc., complete for WEARING COAT OF 75MM UNIFORM THICKNESS OVER DECK SLABS AND APPROACH SLABS

Main Work

Providing and fixing PVC SEEPAGE PIPES of class I pipe of 100 mm dia of required lengths for abutments and returns and retining walls including cost and conveyance of all materials to work site and labour charges for fixing and clearing pipe holes after concreting etc., complete to drain back fill as per standard specifications. as per section 2706 of MORT@H specifications (V Revisions)

Main Work

Providing FILTER MEDIA 600 mm thickness behind abutments and returns using filter material of 53 mm to 5.6 mm metal confirming to clause 309.3.2B of MOST secifications, well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to work site and including all other incidental charges, etc. complete as per CI. 710.1.4 and appendix -6 of IRC : 78-2014

Main Work

Filling behind abutment and wings with CLEAN GRITTY FREE DRAINING GRAVEL including cost of gravel having phi value more than 35 and coneyance 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 as per CI. 710.1.4 and appendix -6 of IRC : 78-2014

SSupply and fabrication of Fe-415 STEEL required for all RCC items of works involved in the schedule, including cost of steel confirming to IS 1786 at site including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping 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 as per section 1600 of MORT@H specifications ( V revision)

Main Work

Reinforced Earth wall (For Friction Slab with Crash Barrier)

Sub Work - STAIRCASE

Sub Work - FOOTPATH cum DRAIN

Supply and fabrication of Fe-240 STEEL required in the schedule, including cost of steel confirming to IS 1786 at site including fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, including overlapping 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 as per section 1600 of MORT@H specifications ( V revisions)

Construction of Reinforced Earth Wall, Facia Works (left & right) including Earth work excavation for entire approach, necessary ground improvement, Casting of precast facia elements of 180 mm thick in RCC M35 grade concrete as per specifications given including positive connections , joints, fittings, soil reinforcing elements , geostrips, erection of facia and laying of soil reinforcing element, along with necessary insitu concrete works for foundation pad as well as coping and providing Half perforated drain pipes wrapped with Geotextiles and including filter media and filling materials for the entire approaches using quarry fines with material whose effective angle of friction not less than 30 degree behind the wall as needed for necessary drainage arrangement with outlets including transporting from casting yard to site, design and proof checking, Supervision charges and other incidental charges complete as specified /manufacturer's requirement and as per the MORT&H - V revision Specifications 3100, BS 8006 (Latest Version) and the system supplier shall provide performance bond and same shall be valid for atleast 20 years as per MORT&H - V revision Specifications 3108.

Plain Cement concrete M15 Grade using 20mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for kerb for RE wall as per the MORT&H - V revision Specifications Clause 1000 & 2100 for levelling Course below Friction slab.

Vibrated Reinforced Cement Concrete M 40 grade design mix using ISS HBG metal including cost and conveyance of all materials to site and cement but excluding cost and conveyance and fabrication of steel including labour charges for mixing, laying, transporting and curing concrete, working at heights, hire charges for tools and plants, including all other incidental charges etc., complete for Friction Slab as per relevant MORT&H - V revision specification Clauses 1000,1500,1700 & 2300

Vibrated Cement Concrete M-20 Grade, Nominal Mix, 1:2:4 using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for Footing

Vibrated Cement Concrete M-20 Grade, Nominal Mix, 1:2:4 using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for Stem wall and Parapet

Vibrated Reinforced Cement concrete M-30 using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of steel, but including cost of formwork & centering labour charges for mixing, transporting, laying and curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for column footing for stair case.

Vibrated Reinforced Cement Concrete M-30 (Design Mix) using 20mm ISS HBG graded 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 cost of formwork & centering, labour charges for mixing, transporting, laying and curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for Column for staircase Below Ground Level.

Vibrated Reinforced Cement Concrete M-30 (Design Mix) using 20mm ISS HBG graded 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 cost of formwork & centering, labour charges for mixing, transporting, laying and curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for Column for staircase Above Ground Level.

Vibrated Reinforced Cement Concrete M-30 (Design Mix) using 20mm ISS HBG graded 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 cost of formwork & centering, labour charges for mixing, transporting, laying and curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for Beams for Staircase.

Vibrated Reinforced Cement Concrete M-20 (Design Mix) using 20mm ISS HBG graded 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 cost of formwork & centering, labour charges for mixing, transporting, laying and curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for Waist slab & Landing slab

Vibrated Reinforced Cement Concrete M-30 (Design Mix) using 20mm ISS HBG graded 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 cost of formwork & centering, labour charges for mixing, transporting, laying and curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for steps.

Vibrated Cement concrete M-15 (Nominal Mix) using 20mm ISS HBG graded metal including cost and conveyance of all materials to site and cost of steel, but including cost of formwork & centering labour charges for mixing, transporting, laying and curing concrete, soft water working at heights, hire charges for tools and plants, including all other incidental charges, etc., complete for Ramp Portion.

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at 900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between. The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete

Supplying and painting the walls with two coats of cements paint over one coat of cement primer as instructed by the departmental officers including preparation of surface curing etc, complete in all floors complying with standard specifications (The colour shade of the cement paint shall be got approved by the executive engineer before use of work).

Plain cement concrete M10 [Normal mix 1:3:6 ] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including from work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for LEVELLING COURSE

i)Sub Work - BELOW DRAIN CUM FOOTPATH

II) Sub Work - BELOW Foundation for fencing

Vibrated reinforcement cement concrete of grade M25 Nominal mix 1:1.5:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including from work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for RAFT SLAB OF DRAIN CUM FOOTPATH

Vibrated reinforcement cement concrete of grade M25 Nonimal mix 1:1.5:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including from work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for BODY WALLS OF DRAIN CUM FOOTPATH

Vibrated reinforcement cement concrete of grade M25 Design mix 1:1.5:3 using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including from work and centering, using soft water labour charges for mixing, transporting and placing in position, compacting, finishing and curing working at depths, hire charges for tools and plants incidental charges, etc., complete as per standard specifications for COVER SLAB OF DRAIN CUM FOOTPATH

Supply and fixing of PVC pipe of 110 mm dia for drainage hole in the cover slab of drain including cutting and fixing in zig zag position during concreting as per direction of Departmental officers

Picking 5cm to 10cm old metalled surface and sectioning and clearing away from the site and depositing the debris including labour charges for picking etc., complete as directed by the Engineer as per standard specification and also as per MORTH No.111,112,202

Sub Work - APPROACH ROAD

Earth work Excavation in all classes of soils including weathered rock not requiring blasting and depositing on bank with initial leads and lifts including cost of all labour, equipments and all incidental charges backfilling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for Box Cutting SS20B for approach road

Sub Work - APPROACH ROAD

Sub Work - SERVICE ROAD

Forming the embankment using carted earth having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 95% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MOSRT&H Specifications

Sub Work - APPROACH ROAD

Sub Work - SERVICE ROAD

Forming the embankment using carted earth having soaked CBR value not less than 8 including cost and conveyance of earth from the approved source to site, spreading the earth uniformly to the entire formation width as directed by the departmental officers, including labour for breaking clods, sectioning, laying in layers not exceeding 250mm in loose thickness and compacting each layer to the required density in accordance with IS 2720 Part IV to 97% proctor density to the specified depth below the sub grade level, keeping the moisture content of the earth at the time of compaction within the range of 1% above and 2% below the optimum moisture content determined in accordance with IS 2720 using 80-100 Kn power roller rolling to achieve the required maximum dry density including labour charges for sectioning, watering with all leads for water, including fuel and hire charges for power roller, water sprinkler and other tools and plants employed, etc. complete as per clause 305 of MOSRT&H Specifications

Sub Work - APPROACH ROAD

Sub Work - SERVICE ROAD

Providing and laying Granular Sub-Base Grade - V consisting of well graded Material confirming to the grading given in Table No.400-1, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 401, 900.

Sub Work - APPROACH ROAD

Sub Work - SERVICE ROAD

Provding and laying Wet Mix Macadam consisting of clean crushed aggregates confirming to the grading given in Table No.400-13, including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver on well prepared surface and compacting with vibratory roller to achieve the desired density, etc., complete as directed by the Engineer. as per MORTH No. 111, 112, 406, 900.

Sub Work - APPROACH ROAD

Sub Work - SERVICE ROAD

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

Sub Work - APPROACH ROAD

Sub Work - SERVICE ROAD

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

Sub Work - APPROACH ROAD

Sub Work - SERVICE ROAD

Providing and applying Tack Coat over existing bituminous surfaces with Bitumen Emulsion (RS-I type) using mechanical sprayer at the rate of 0.20 kg per Sq.m on the prepared bituminous surface as directed by the Engineer as per MORTH No. 111, 112, 503, 900

Sub Work - APPROACH ROAD

Providing, laying 95mm consolidated thick Dense Bituminous Macadam using 0.40cum of 37.50-13.20mm, 0.35cum of 13.20-2.36mm and 0.36cum of 2.36mm & below size IRC metal with 71.30kgs of VG40 grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to site, spreading the mix to uniform thickness of 75mm with mechanical paver to the specified grades and cross sections and consolidated by Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 of MORTH rev-5

Providing and laying Bituminous Concrete 30mm thick using 0.13 cum of 19.00- 9.50mm, 0.17 cum of 9.50-2.36mm and 0.26 cum of 2.36 and below with 50.30kgs of VG40 bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen and aggregate to required temperature and mixing them in required temperature in central hot mix plant 20-30 ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 40mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory to the required density etc., including labour for attending to paver to site etc., including hire charges and fuel charges for 20-30 t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including fuel and all other incidental charges etc., complete as per specification using CMP as per clause 507 of MORTH Rev-5

Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 50mm with mechanical paver to the specified grades and cross sections and consolidated by 8-10 tonne Vibratory Roller to the required density etc., including labour for attending to paver to site etc., including hire and fuel charges for 20-30t CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory roller and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 504 of MORTH Rev-5

Sub Work - SERVICE ROAD

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

Sub Work - SERVICE ROAD

Earth work excavation in all classes of soils including wheathered rock not requiring blasting and depositing on bank with initial leads and lifts as per SS20B including cost of all labour, equipments and all incidental charges back filling and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specification for foundation of Safety Kerb & Fencing under Trestle Portion

Vibrated Cement Concrete M-20 Grade, Nominal Mix, 1:2:4 using 20mm ISS size hard granite broken metal including cost and conveyance of all materials to site and cement at site including labour charges for mixing,transporting, laying, and curing concrete,working at heights,hire charges for tools and plants, including all other incidental charges,etc.,complete as per standard specification for Safety Kerb

Supplying and fixing the M S Grill of approved design including prime coat and two coats of synthetic enamel paint etc., complete. for Fencing arrangement

Filling between Kerb of Fencing with excavated soil including cost of all labour, equipments and all other incidental charges etc complete.

Supplying and fixing of fiber reinforced concrete Manholes cover 60 x 60cm with frame as per IRC :50 - 1999 and as directed by the departmental officers at every 10m intervals along the drain cover slab. For storm water drain portion.

Providing and fixing 160 mm dia PVC pipes of approved class not less than 4kg of 150mm dia connecting the drainage spouts of the deck slab along both the sides of the deckslab connected to the Rainwater harvesting system below for two consecutive spans with all bends tees clamps and all other accessories and fixtures complete including tools and plants ,transportation etc.,

Earthwork excavation in all classes of soil including kankar except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps, grubs and other deleterious matter and other obstructions, trimming bottom of excavations, backfilling, and clearing the site and disposal of all other surplus materials etc., complete as per relevant standard specification for Rain water Harvesting system .

Upto 2 m

Filling with Sand including cost and conveyance of all materials and stacking at site to departmental guage for premeasurements, labour charges for laying, handling and filling in layers not more than 15 cm thick including watering with all leads for good soft water and all other incidental charges, tamping, compacting under optimum moisture content to get the maximum density for the pit and Rain water harvesting well

Filling with 40mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer for Deck Drainage & Rain water harvesting works

Filling with 20mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer for Deck Drainage & Rain water harvesting works .

Filling with 10mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer Deck Drainage & Rain water harvesting works.

Filling with 6 mm size ISS HBG metal in the rain water harvesting system including cost and conveyance of all material and labour charges for filling complete as directed by the Engineer .

Providing and laying of ISI Class NP 3 pipe of best quality of 1200mm dia. in the rain water harvesting system with all required specials including cost and conveyance of pipes and specials , labour charges for in position and all other incidental charges etc., complete for pipes as directed by the Engineer for Deck Drainage & Rain water harvesting works.

Supplying and fixing of fiber reinforced concrete cover slab of diameter 1.20m for rain water harvesting pits as directed by the department officers for Deck Drainage & Rain water harvesting works.

Providing priming coat one coat with ready mixed primer of approved quality and two coats of painting over the priming coat with approved quality and colour including cost and conveyance of all materials to site , labour charges etc. complete as per standard specifications

Sub Work - PAINTING

Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness 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 complete as per MORTH & H specification -

Sub Work - ROAD FURNITURES

Providing and fixing reflective road studs of category B raised pavement markers made out of polycarbonate/ABS moulded body and reflective panels (bi-convex reflectors) with micro prismatic lens capable of providing total internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH.33023/10/97-DO.III dt.11.06.97 and the length, height and width of the body shall not be less than 100 mm, 15 mm and 90 mm and base of marker shall be flat within 1.3 mm. The marker shall support a load of 13635 kg tested in accordance with ASTM D4280. Lenses shall be moulded of polycarbonate or methyl methecrylate conforming to ASTM D788. The area of each retro-reflectory surface shall not be lesss than 13.0 sq.cm. The slope of retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular and two cylindrical Polymer shanks of not less than 20 mm diameter and not less than 30 mm length shall be provided for better anchorage 3.5m spacing - Road Furnitures.

Supplying and installation of delineators (road way indicators, hazard markers and object markers), 80- 1O0 cm high above ground level, painted at alternatively black and white in 15 cm wide strips, fitted with 80 x 100 mm rectangular or 75 mm dia circular reflectorised panels at the top, buried or pressed into the ground and conforming to IRC-79 etc., complete (as per MORT&H specification No. 806)

Providing fixing of Median marker double sided made of polycarbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the poly carbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTM G 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10 x 10 cm. The median marker shall have fluorescent yellow retro - reflective sheeting confirming to Tpe XI specifications as per ASTM D 4 956.Area of reflective sheeting should not be less than 70 cm2 .Edge of retro reflective shall be concealed using a grillJ mesh/ similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification. Over Crash Barrier

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs made of High Intensity Prismatic Grade Sheeting conforming to IRC 67-2010 and ASTM D 4956-09, type IV Specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 75mm x6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground level etc complete including 7 year warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67:2010 Specification (As per MORT & H specification No.801) - Road Furnitures

90cm equilateral triangle - Sub Work - ROAD FURNITURES

60cm circular board - Sub Work - ROAD FURNITURES

Providing and erecting direction and place identification retro reflectorised sign as per IRC:67-2010 made of High intensity grade sheeting vide clause 801.3 fixed over aluminium sheeting, 1.5mm thick fixed on back supporting frame and supported on a mild steel single angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing etc., complete (As per MORT&H specification No.801) (for area More than 0.9 sqm).

Sub Work - ROAD FURNITURES

Providing and erecting of Retro - Reflectorised Cautionary, Maridatory 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 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2. 10m from the ground level to the bottom of the sign board and 0.6Om below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in Charge. 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 3 ear 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) Chevron Board

Providing and erecting of Retro - Reflectorized hazard Marker sign made out of High Intensity Prismatic Grade sheeting confirming to Type IV standards of IRC 67-2012 and astm D 4956-09 specification and fixed over 2mm thick aluminium sheet fixed over a back supporting frame of 25*25*3mm mild steel angle and supported on a mild steel angle post 75*75*6mm and 0.6m below Ground level. The sugn post should be painted as per IRC67-2012 and firmly fixed to the ground by means properly designed foundation with M15 grade cement concrete 45*45*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. High intensity retor 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 3 years outdoor exposure report shall be obtained as per IRC 67-2012 (as per MORTH specification no.801)

Sub Work - ROAD FURNITURES

Conveyance of excavated earth with a lead of 5km by tipper carries sincehanenly along with the process of earthwork exeavation for foundation of ROB and Retaining wall, for the disposal of surplus earth at the place specified by the engineer and in the specified lines by the departmental officers and stacking the same at specified locations for premeasurements for making payment and including all incidental charges etc., complete.

Sub Total Amount for above all items

GST 18% for the above SubTotal Amount

A Ramanathan and Co