TN NO 01/2020-21/SDO

Amount

PART-1 COST OF MAIN CARRIAGEWAY AND RAMPS

Excavation for foundation for structures in ordinary soil as per drawing and techinical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour, spreading etc, complete, as per the directions of eng-in-charge of work, in accordance with MoSRT&H Technical Specification Clause 301. by mechanical means including dewatering

MAIN CARRIAGEWAY

Up and Down Ramps

MAIN CARRIAGEWAY

Up and Down Ramps

Excavation for foundation for structures in soft disintigrated weathered rock as per drawing and techinical specification, including setting out, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilising the remaining earth locally for road work including all lead, lifts, labour, spreading etc, complete, as per the directions of eng-in-charge of work, in accordance with MoSRT&H Technical Specification Clause 301. by mechanical means including dewatering

MAIN CARRIAGEWAY

Up and Down Ramps

MAIN CARRIAGEWAY

Up and Down Ramps

Cement concrete M10 Grade (Nominal mix 1:3:6) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, cost of cement at site, including soft water, labour charges for mixing, transporting, laying, compacting, curing tools and plants and all incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shorting, strutting etc., complete as per relevent standard specification for LEVELLING COURSE below Foundation of Abutment and Piers and LEVELLING COURSE below pile caps. as per MoSRT&H techmical specification 1500, 1700 & 2100

MAIN CARRIAGEWAY

Up and Down Ramps

Vibrated Cement Concrete of grade M15 (Nominal Mix) using 40mm ISS graded metal including cost and conveyance of all materials to site including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., complete as per MoSRT&H specification clause 2700 for BASE COURSE below approach slab.

MAIN CARRIAGEWAY

Up and Down Ramps

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) in open foundation using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, softwater, labour charges for mixing, transporting, laying and curing concrete, working at depths, Tools and Plants and incidental charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification of MoSRT&H clause 1500, 1700 & 2100 for OPEN FOUNDATION OF ABUTMENTS AND PIERS.

MAIN CARRIAGEWAY

Up and Down Ramps

Providing reinforced cement concrete cast-in-situ bored, piles of 1000mm diameter in vibrated RCC, mix M35 (Design Mix) using 20mm and below ISS graded metal 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 pilling equipment, shifting the same from one pile location to another pile location, dismantling them and reerecting as necessary including all labour for driving of boring and leading the excavated earth to a distance of 200m including forming of working platform etc., forming approaches to the working platform, mixing concrete, filling it in position, cutting of pile head to cut off level for casting pile cap etc., complete as per standard specifications for PILES Below piers. as per MoSRT&H technical specification clause 1100&1700

Providing steel liner 6 mm thick for steining for pile, fabricating and setting out as per detailed drawing including cost of alll material labour hire charges of machineries, loading, unloading, lead, lift, transporting etc, complete

Vibrated Reinforced Cement Concrete of grade M35 (Design Mix) pile cap using 20mm and below ISS graded metal including cost and conveyance of all materials to site and cost 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 bailing out water, maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevent standard specification for Pile Caps under Abutments & Piers. as per MoSRT&H Technical specification clause 1100 & 1700

MAIN CARRIAGEWAY

Up and Down Ramps

Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) in Sub structure using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H specification clause 1500,1700 &2200 for ABUTMENT AND PIERS.

Level-1 (0-5 mtr) height

MAIN CARRIAGEWAY

Up and Down Ramps

5 to 10 mtr

MAIN CARRIAGEWAY

Up and Down Ramps

10 mtr and above

MAIN CARRIAGEWAY

Up and Down Ramps

Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H specification clause 1500, 1700 & 2200 for CAPPING BEAMS over Abutments & piers.

MAIN CARRIAGEWAY

Up and Down Ramps

Vibrated Reinforced Cement Concrete of grade M40 (Design Mix) in Sub structure using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H specification clause 1500, 1700 & 2200 for Dirt wall.

MAIN CARRIAGEWAY

Up and Down Ramps

Vibrated Reinforced Cement Concrete of grade M50 (Design Mix) in Sub structure using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H specification clause 1500, 1700 & 2200 for Pedestal

MAIN CARRIAGEWAY

Up and Down Ramps

Supplying, fitting and fixing in position true to line and level POT-PTFE Bearing consisting of a metal piston supported by a disc or unreinforced elastomer confined within a metal cylinder, sealing rings, dust seals, PTFE surface sliding against stainless steel mating surface, completely assembly to be of cast steel/fabricated structural steel, metal and elastomer elements to be as per IRC:83 Part I and II respectively and other parts confirming to BS:5400, section 9.1 and 9.2 and clause 2006 of MoSRT&H Specifications complete,, ncluding cost of all materials, labour, with all lead and lift, loading, unloading, transpotring, etc,complete,as per the directions of eng-in-charge of work, and in accordance with MoSRT&H Technical Specification Clause 2000 & 2200

3 Span module 30m Span

3 Span module 25m Span

2 Span module 30m Span

Simplysupported 30m Span

Simplysupported 40m Span

30m Span Ramp

FB1R1-Ramp

GB1R1-Ramp

FXB1R1-Ramp

Providing, match casting and curing precast segments (PSC BOX) M50 Grade (spans 30m , 40m with segment lengths varying from 2 m to 3 m) (approx) in the casting yard, bolt holes for fixation of hand railing blisters for temporary PT, lifting the segments from the mould and shifting the same to the stacking yard. (Note: the cost shall be inclusive of the cost of casting yard, gantry, moulds, casting beds, mobile cranes, stores, concrete batching plant, labs, shear-keys, bulkheads etc providing cutouts where specified, curing arrangements as required, all handling etc. complete). Reinforcement, anchorages and sheathing shall be paid seperately. Rate shall include cost of using required dosage of admixture in concrete for obtaining required workability & setting time as per approval of Engineer.

Main Carriageway and Ramps 0 to 5m

Main Carriageway and Ramps 5 to 10m

Main Carriageway and Ramps > 10m

Pre stressed precast Post tensioned Girder (Design mix) Vibrated Reinforced Cement Concrete M50 (25M Span) using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including formwork and centering, using soft water, labour charges for mixing, vibrating and compacting and finishing concrete working at heights, hire charges for tools and plants etc., complete as per MORT&H specifications 1000,1500,1600,1700 & 2300

Vibrated Reinforced Cement Concrete of grade M50 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 DIAPHRAGMS.(25M Span)

Vibrated Reinforced Cement Concrete of grade M50 (Design Mix) using 20mm and below ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants including all other incidental charges etc., compelete as per MoSRT&H technical specification clause 1500,1600& 1700 for DECK SLAB.(25M Span)

Vibrated Reinforced cement concrete M40 (Design mix) using 20MM ISS graded HBGS metal stone including cost and conveyance of all materials to site including cement at site but excluding cost, supply and fabrication of steel including formwork using soft water, labour charges for mixing, transporting and placing in position, vibrating and compacting, laying in all heights and curing concrete, hire charges for tools and plants including shoring, shutting etc., complete as per relevant specification for CRASH BARRIER as per MORT&H specifications 1000, 1500, 1600, 1700 & 2300

Main Carriageway and Ramps

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site excluding cost of steel including cost cement at site and including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for tools and plants including all other incidental charges etc., complete as per MORT&H specifications 1000, 1500, 1600, 1700 & 2300 for APPROACH SLAB.

Main Carriageway and Ramps

Providing HYSD Steel bar reinforcement confirming to IS-1786, Fe-500D Grade designation in Foundation (Pile , Open), Substructure, Pedestal, Superstructure, Crashbarrier & median kerb, Approach slab and etc., including straigthening bars, cutting, bending, hooking, binding with approved quality binding wire after placing in position, tyeing lapping and/or welding wherever required and anchoring to the adjoining members wherever necessary as per drawing (laps, hooks, and wastages shall not be measured and paid) including cost of all materials, bar bending charges, labour with all lead and lifts etc., complete, as per the directions of eng-in-charge of work, and in accordance with MoSRT&H Technical Specification Clause 1600.

Main Carriageway and Ramps

Design and execution of post tensioning work, including decoiling, the strands, cutting to the required lengths, supplying, laying of HT strands sheathing (corrugated ducts 0.3mm thick) jointing with couplers and inserting the strands, profiling, fixing liveend anchorages, including supply of stressing anchorages, suitable for 5-5 & 5-4 tendons, grout vents, making dead end anchorages, including flowering the strands, fixing tendon support bars, supervising the fixing of antibursting reinforcement, stressing the cables, end trimming, grouting the cables, with cement slurry, mixed with admixtures with required tools, plants, and machineries, and consumables etc. (Shuttering, concreting & reinforcement steel shall be paid under respective items) at all heights including all leads, lifts, coordination, with the post- tensioning agency, preparation of drawings, obtaining approval from the Employer / Architect etc. Rate to include providing water, power, cement and admixture for grouting, packing of sheathing and anchorages blockings, filling of recess pockets after stressing using grouts (cement slurry mixed with approved admixtures) including providing access to post tensioning at all heights including all leads, lifts etc., all complete and as approved and as directed by the Employer Architect but excluding shuttering, concreting & reinforcement steel which shall be payable under respective items separately

Main Carriageway and Ramps

Providing and laying of a strip seal type expansion joint (Single Seal) catering to maximum horizontal movement of 50 & 40 mm including cost and conveyance of all materials, labour and fabrication cost and machinery inputs for various processing operations for mild steel members, welding of anchor strips to anchor plates etc, complete, as per the directions of eng-in-charge of work, as per approved drawings and standard specifications to be installed by the manufacture/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation, complete as per the directions of eng-in-charge of work, in accordance with MoSRT&H Technical Specification Clause 2607

Main Carriageway

Ramps

Providing drainage spouts using 100mm dia Gl pipe & 260mm X 260mm Ms grating as per drawing, Fabricating, fixing in position, painting with anti-corrosive-bituminous paint including cost of all material, labour,lead,lift ate., complete as per the directions of eng-in-charge of work, and in accordance with MoSRT&H Technical Specification Clause 2705

Main Carriageway and Ramps

Vibrated Reinforced Cement Concrete M35 using 20MM ISS graded HBG metal including cost and conveyance of all materials to site including cost of cement at site, including but excluding cost, supply and fabrication of steel including formwork and centering, using soft water, labour charges for mixing, transporting and 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 for Median Kerb as per MORT&H

Main Carriageway and Ramps

Providing and fixing in position of 160mm dia PVC pipes at 4.0kg/sqcm for service duct in crash barrier including cost of all material, labour, loading, unloading as indicated in the drawings and technical specification or as directed by the Engineer including all leads and lifts etc., complete.

Main Carriageway and Ramps

Providing and applying Tack Coat over drylean surface treated with primer using Bitumen Emulsion (RS-I type) with mechanical sprayer at the rate of 3 kg per sqm as directed by the Engineer as per MORTH No.111,112,503,900.

Main Carriageway and Ramps

Providing and laying 25mm thick Mastic Asphalt wearing course with paving grade bitumen melting the requirements given in table 500-29 prepared by using mastic cooker and slope after clearing the surface including and anti skid surface with bitumen percolated fine grained hand stone clipping of 10cm center to center in both directions pressed into surface when the temperature of surface is not less than the 100 centigrade protruding 1mm to 4mm over mastic surface all complete as per MORTH Rev-5.

Main Carriageway and Ramps

Providing and laying 40mm thick bituminous concrete using aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 percent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling wiht smooth wheeled random rollers to achieve the desired compaction as per MORTH specifications clause 509 complete in all respects.

Main Carriageway and Ramps

PART 2 PIER PROTECTION

Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with initial leads and lift 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 relevent standard specification, for foundation.

Plain Cement Concrete of grade M-10, Nominal Mix,using 40mm ISS HBG metal including cost and conveyance of all materials to site including 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, etc, complete as per relevant standard specification for LEVELLING COURSE BELOW PIER PROTECTION WALL.

Vibrated Reinforced Cement Concrete of Grade M25 Design Mix in Pier Protection Wall (Sub structutre) Using 20mm and Below ISS Grade metal including cost and conveyanc of all materials to site excluding cost of steel including cost of cement at site and including cost of formwork labour charges for mixing transporting, laying and curing concrete, working at heights, soft water, hire charges for tools and plants including all other incidental charges etc., complete as per MoRT&H specification clause 1500, 1700 & 2200.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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,Pier Protection Wall

Filling under the body walls with box cutting gravel including cost and conveyance of earth 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 earth between walls.

Providing and fixing SS hand railing for Top of Pier Protection wall with 300mm high from nosing in position made out of 304 grade 16 SWG, SS Hand rail - 60mm dia with SS end cap , Mid rail- 20mm dia x3row, Ist and Last Balustrade 75mm and other Balustrade 38mm dia with base plate of 5mm with SS base cover and complete with all fittings and including polishing Mat finish through power operated polish grinder machine including all civil works.

PART 3 FOOTPATH CUM DRAIN ALONG WITH UTILITY DUCT

Dismantling Existing Reinforced Cement Concrete Cover slab in Drain.

Dismantling Existing Plain cement Concrete side wall, Drain Raft Slab and base Slab below drain

Earth work excavation in all classes of soil but not requiring blasting and depositing on bank with initial leads and lift 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 relevent standard specification, for foundation of Drains.

Plain cement concrete M10[Nominal mix 1:3:6] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for LEVELLING COURSE of Drain.

Vibrated reinforced cement concrete of grade M25 (Design Mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including Form 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 and incidental charges, etc., complete as per standard specifications for RAFT SLAB OF DRAINS.

Vibrated reinforced cement concrete of grade M25 (Design Mix) using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including Form 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 and incidental charges, etc., complete as per standard specifications for BODY WALLS OF DRAINS.

Vibrated reinforced cement concrete of grade M25 design mix using 20mm ISS graded HBG metal including cost and conveyance of all materials to site and cement at site including Form 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 and incidental charges, etc., complete as per standard specifications for COVER SLAB OF DRAINS.

Providing and fixing Class I PVC pipes of 160mm dia(4kg/sqcm) of required lengths in drain, to drain out the water from service road, including costs and conveyance of all materials to work site and labour charges for fixing the PVC pipes at 5m intervel along the service road side walls of drain, , hire charges for tools and plants and incidental charges, etc., complete as per standard specifications

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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, as per standard specifications for DRAIN.

Providing and fixing precast heavy duty manhole frame with cover (Rectangular shape) of size 600mm x 600mm as shown in the drawings, including cost and conveyance of all materials to site and labour charge for fixing the same at 10m interval along the top of cover slab, hire charges for tools and plants, incidental charges, etc., complete as per standard specifications.

Providing and fixing SS hand railing for footpath with 800mm high from nosing in position made out of 304 grade 16 SWG, SS Hand rail - 60mm dia with SS end cap , Mid rail- 20mm dia x3row, Ist and Last Balustrade 75mm and other Balustrade 38mm dia with base plate of 5mm with SS base cover and complete with all fittings and including polishing Mat finish through power operated polish grinder machine including all civil works.

Paving the floor with prepolished concrete anti-skid tiles (Required shape and design) of 10mm thick of approved quality and colour laid in cement mortar 1:3 of 20mm thick and painted with cement mixed with colouring pigment

PART 4 SERVICE ROAD

Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for Boxing Cutting

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.

Providing and Laying Wet mix macadam of 250 mm thick 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.

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

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

Providing and laying tack coat over existing BT surface using 2 kg of bitumen emulsion RS1 per 10 sqm for preparatory to another bituminous construction over it including cost of materials, labour charges rentals for machinery, fuel and all other incidental charges etc. complete as per clause 503 of MORTH Vth Revision-2013

Providing and laying Bituminous Macadam 50 mm thick which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 3.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BM (Grade-II ) as per MORTH No. 111, 112, 505, 900 for Profile correction.

Providing and laying Dense Bituminous Macadam 100 mm thick which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-I ) as per MORTH No. 111, 112, 505, 900.

Providing and laying Bituminous Concrete 40 mm thick which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900

PART 5 PAINTING

Painting two coats with Ready mix plastic emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts over cement surface

Painting two coats with Ready mix plastic emulsion paint and approved colour including priming coat over the cement surface complete including scrapping clean removal of dirt of parts for Zebra marking.

PART6 DECK DRAINAGE

Providing and fixing 160mm dia PVC pipes of approved class not less than 4 kg/m2 connecting the drainage spouts of the deck slab along both sides of the deck slab connected to the Rainwater harvesting system below every third span with all bends tees clamps and all other accessories and fixures complete including tools and plants, transporation etc.,

Earth 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, proving and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent 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 Collection chamber

Vibrated cment concrete M10 (Nominal mix 1:3:6) using 40 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement to site including portable water, and labour charges for mixing transporting compacting curing and laying concrete, tools and plants and incidental charges such as bailing out of water, maintining protectitve bunnde as per stds, shoring, struting ec. complete as per standard specifications, as per section 1100 of MORT&H specifications (5th revision) for side walls and cover slabs

Providing and fixing 300mm dia NP3 Class pipe for deck drainage system including cost of material transportation labour complete as directed by the Engineer.

PART 7 BARRICADING

A) Hire charges for barricade of minimum 1.5m height , around the site permisses of 94kg/m using ISMC 100 as trasom & vertical and 3 mm tk MS sheets with bottom suppourt of ISMB 200 including nailing to the floor, cost of fabrication Fitting and placing in position using granes,painting reflective stickers,provision for contionus lighting arrangement in centre In straight rows or as required at the site without hinderance to the traffic (The barricade to the same location on till completion of the work. All the barricading material shall be disposal and taken away from the side by the contractor.No additional payment shall be made for excavated period of contract)

PART 8 PROJECT MONITORING VEHICLE

Supply and maintanance cost for four numbers of Project Monitoring Vehicles with cylinder capacity more than 2450CC, Seven seater, Air Conditioned, Fully Loaded, with driver, fuel, for running 5000kms. Per month per vehicle including maintanance of vehicle for a period of 48 months for running time during conctruction for min. 12 hours.

Supply of Vehicle:

Supply of one number of Project Monitoring Vehicle TYPE:A with cylinder capacity more than 2450CC, Seven Seater, Air Conditioned, Fully loaded Vehicle with necessary Safety extra fitting.

Supply of Three number of Project Monitoring Vehicle TYPE:B with cylinder capacity more than 1550CC, Seven Seater, Air Conditioned, Fully loaded Vehicle with necessary Safety extra fitting.

Maintenance of Vehicle

Maintenance of the Project Monitoring Vehicle for a Period of 48 months which include the cost of the Driver, Fuel, for running maximum of 5000kms. Per month per vehicle and also routine maintenance of the vehicle including change of Oil, spares of wear and tear as per the company standards. The maximum running time of the vehicle during construction is 12 hours per day.

PART 9 Disposal of Surplus Cut earth

Disposal of excavated earth by transfer with a lead of 12 km away from worksite as directed by the Departmental officers for disposal as per Standard specifications including conveyance of all materials away from site, including all labour charges with all leads, hire charges and fuel charges for all tools and plants required and all other incidental charges etc., complete.

PART 10 Preparation of Site

Removing and shifting the existing center median crashbarrier along the project stretch to yard (approax 12Km)

Providing RE wall on Avinashi side (From Ch.147355 to 147518)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall for UP ramp at Airport-Kalapatti Junction (From Ch.149155 to Ch.149328)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall for DOWN ramp at Airport (From Ch.148784 to Ch.148968)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall for UP ramp at HOPES College (From Ch.151296 to Ch.151408)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall for DOWN ramp at HOPES College (From Ch.151478 to Ch.151618)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall for UP ramp at NAVAINDIA Junction (From Ch.152758 to Ch.152958)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall for DOWN ramp at NAVAINDIA (From Ch.153478 to Ch.153613)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall for UP ramp at ANNASTATUE (From Ch.155718 to Ch.155839)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall for DOWN ramp at ANNASTATUE (From Ch.155988 to Ch.156120)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing RE wall on Coimbatore side (From Ch.156733 to 156958)

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 for RE wall structures / FOUNDATION OF LEVELLING PAD as per MoRTH clause no. 301-305 of Vth revision, 2013 and and cl. 6 of IRC: SP : 102-2014.

Vibrated Cement Concrete M-20 Grade, Nominal Mix 1:1.5:3, using 20mm 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 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 Levelling Pad as per MoRTH clause no. 3106.1 of Vth revision, 2013 and cl. 6 of IRC: SP : 102-2014.

Construction of Reinforced Earth Walls including supply design of RE wall, drawing and the proof checking of the same, testing of materials, cost of precast RCC Facia panel (18cm thick)/ block in M35 grade concrete including the cost of cement and aggregates at site, including cost of supply geo strip with galvanised iron or geo grid at site including assembling, joining at laying of reinforcement strips of geo grid & geo textile filter cloth in position, including all material and labour charges and supply and erection of RE wall panel including cost of materials required for casting, placing the panel/block, cost of steel, preparation of panel/ block, storage, testing of the panel/ block and other materials in RE wall, carry out the necessary soil investigation and other rates etc., as per Clause 3101 to 3106 and annexure to section 3100 of MoRTH specification - Fifth Revision, 2013 and as per clause 3.4, 3.5, 4.1, 5 & 6 of IRC: SP : 102-2014

Providing and laying of FILTER MEDIA with granular materials. Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MoRTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind RCC facia panel/ block to a full height compacted to a firm condition complete as per drawing and as per clause 3.3 & 6 of IRC: SP:102-2014.

Filling with earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3.2 of IRC :SP:102-2014 including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% Modified proctor density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 3.2, 4.2 & 6 of IRC :SP:102-2014

Supply and fixing of High Quality of perforated PVC pipes of 100mm 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 drainage.

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 BELOW FRICTION SLAB

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 of MORT&H - Fifth Revision an cl. 3.6 of IRC: SP:102-2014 for RCC FRICTION SLAB CUM HIGH CONTAINMENT CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for kerb.

Providing Road furnitures

Providing and Laying of Hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per Sqm, area, thickness of 2.5 mm, is exclusive of surface applied glass beads as per IRC:135. The finished surface to be level, uniform and free from streaks and holes etc., complete (as per MORT&H specification No.803).

Providing and fixing reflective road studs of 'category A' Raised pavement markers made out of poly carbonate / methyl methecrylate / ABS moulded body confirming to ASTM D 788 and reflective panels with micro prismatic lens capable of providing total internal reflection of the light entering the lense face with retro reflectance and chromaticity value conforming to ASTM D4280. The Reflective raised Pavement Markers shall also confirm to the MORTH circular No RW / NH. 33203 / 10 / 97-DO.III dt.11.06.97. The height, width and length shall not be less than 15 mm, 90 mm side and the slope to the bse shall be 35+ / - 5 degree. Each reflector shall have CIL not less than values specified in Table 2 of said MORTH circular. The strength of datachment of the integrted cylindrical shanks, (of diameter not less than 19 + / - 2 mm and height not less than 30 + / - 2 mm) from the body is to be a minimum value of 500kgf. Fixing will be by drilling holes on the road for the shanks to go inside, without nails and using epoxy resin based adhesive as per manufactures's recommendation and complete as directed by the engineer. The marker shall support a load of 13635 Kg tested in accordance with ASTM D4280 and confirming to IRC 35 - 2015 guidelines and MORT & H specification 804 etc., complete.

Supplying and fixing of Megalux with the following specification. The reflector made of Malacryl resin. Valuable reflection area is 92mm x 19mm. Reflection flame - ABS. Stay made up of specialised extruded aluminium alloy length 320mm. Width 108mm. Anchor Boll Anodixed anchor bolt T 840, Lens color : Yellow. Total length of ABS stay / Holder : width 56mm length: 81mm x 5 Nos. No. of Lenses :5. Distance between lenses : 56mm. Each panel shall be designed to attach a here to and shall be compatible with concrete safety barriers with necessary hardware frames. Each panel shall confirm to the retro reflectance and chromaticity limits specified in the details technical specification and as directed by the Engineer.

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs ( without definition board) mad out of High Intensity Prismatic Grade Sheeting confirming to Type IV standards IRC 67-2012 and ASTM D 4956-09, Specification and fixed over 2 mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle post 75mm x 75mm x 6mm witha clear height of not less than 2.10m from the ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundtion with M15 grade cement concrete 45cm x 45cm x 60cm size including cost and coveyance of all materials, eqquipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as direected by the engineer in charges. High intensity Retro - Reflectro shet 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)

90cm X High Octagon - At grade

60cm Circular board - At grade

90cm Equilateral triangle - At grade

80cm x 60 cm Rectangular - At grade

60cm Circular - Corridor

90cm Equilateral triangle - Corridor

Providing and fixing of retro reflectorised Hazard marker traffic signs made out of High Intensity Prismatic Grade sheeting confirming to Type - IV standards of IRC: 67-2012 and ASTM D 4956 - 09, specificaton and fixed over 2mm aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75mm x 75mmx 6mm and 0.6m 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 45cm x 45cm x60cm 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 years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC: 67-2012 (as per MORT&H specification No.801)

Providing and erecting Direction and Place Identification Retro - reflectorised signs made out of cube corner micro prismatic grade sheeting cofirming to Type-IVstandards of IRC-67: 2012 ASTM D 4956 - 09, specificaton and fixed over 2mm thick aluminium sheet fixed over back supporting frame of 25mm x 25mm x 3mm mild steel angle and supported on a mild steel angle post 75mm x 75mmx 6mm with a clear height of not less than 2.10m from the 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 45cm x 45cm x60cm size including cost and conveyance of all materials, equipment, machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer in charge. Micro Prismatic grade Retro - reflectro sheet shall consist of minimum coefficient of Retro - reflection as per table 6.9 of IRC: 67-2012. The retro - reflective sheeting shall be covered under 10 years warranty issued for field performance and certified copy of three years outdoor exposure report shall be obtained as per IRC: 67-2012 (as per MORT&H specification No.801)

Providing and fixing of digitally printed Retro reflectorised Overhead Gantry Information Sign board made out of Cube corner micro prismatic grade sgeeting of type XI standards of IRC 67 2012 & ASTMD4956-09 specification, digitally printed using latax printer for traffic colour logos/text and laminated with clear electro-cuttable film and applied to proporely prepared signs substrates, fixed over2mm thick aluminium sheet with back supporting frame of size 50mmX50mmX6mm MS Angle and supported on 2 Nos. of vertical post of 300NB(Nominal Bore) Ms pipe of 12mm thick with a ground clearance of 6m along with 80 NB (Nominal Bore) MS pipes with 4mm thick and 40 NB (Nominal Bore) MS pipes with 3.20mm support post. This sign board should be painted as per irc 67-2012 and firmly fixed to the ground by means of properly designed sub structure and fiundation with Reinforced cement concrete M20 grade column (1.25mX1.25mX1.9m) & footing (1.8mX1.8mX0.3m) with Fe 500 Steel over plain cement concret M15 grade. Leveling course of 100mm thick for each vertical post. the minimum depth of foundation shall not be less than 2.00m. 1 no of MS base plate of size 1200mm X 1200mm x 25mm with anchor bolts of 25mm dia and 1000mm length, 2 nos. of MS top plates of size 900mmX900mmx16mm with suitable bolts nut & washers, suitable Numbers of MS stiffener plates of 8mm thick are to be used for each vertical post, to hold the sign board at the bottom and top respectively including cost & conveyance of all materials, equipment, machinary & labour with all leads & lifts, loading charges and fixing the Overhead Sign board in position, etc. for satisfactory completion of the work as per structural and foundation drawings approved by the competent autority and as directed by the engineer in charge. The micro prismatic grade Retro Refector sheet should have minimum coefficient of Retro Reflection values as per Table 6.9 of IRC 67-2012. The Retro Reflective sheeting shall be covered under 10 years warranty issued for field performance as per IRC 67-2012 and a certified copy of 3 years outdoor exposure report shall be obtained. Thw warranty shall be inclusive of digitally printed logos/text/legends & their bonding to the Retro Reflective sheeting (as per MORTH soecification No.801). The latex printer used for digital printig should be used with inks of low VOC emissions and should have green guard, eco logo certificates as per UL2801 Standards. Digitally printed Retro Relectorised Overhead Gantry Informatory Sign Board of size 12.0mx1.80m.

Digitally Printed Retro-Reflectorized Overhead Gantry Informatory Sign Board of Size 12.00m x 1.80 m

Providing and erecting Single sided Double Guard Metal Beam Crash Barrier Syatem 1.8.m high, comprising of 3mm thick wall "W" beams posts and spacer channels shall be made by cold roll forming using HR conform to IS 5986 Fe 410/360 and dip galvanised having Zinc Mass of 550gms/ sqm, minimum 95mm above road/ ground level fixed on ISMC series channel vertical post 150x75x5mm spaced 2m centre to centre 321mm x 83mm flange width x 3mm thick, 4318mm long post directly embedded in the concrete (M15) pit size 350x350x800mm for a depth of 750mm below ground. All fixing bolts and nuts hot dip galvanised conforming to IS:1367 clause 4.6 all complete as per Technical Specification and as directed by the Engineer-in-charge

Construction of Retaining Wall @ RoB and Approaches to Main Carriageway

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS208, 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 FOUNDATION OF RETAINING WALL

Vibrated Cement Concrete M-15 Grade, using 40mm 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 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 Retaining wall

Plain Cement Concrete M-20 Grade, using 40mm 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 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 Retaining wall

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for Retaining Wall Foundation

Vibrated reinforced cement concrete M30 (Design Mix) using 20mm size ISS HBG graded metal including cost and conveyance of all materials to site including cost of cement at site but excluding cost and fabrication of steel but including labour charges for mixing, transporting, laying and curing concrete, working at heights cost of formwork, hire charges for tools and plants, including all other incidental charges, etc. complete for Retaining Wall Stem

Providing and laying of FILTER MEDIA with granular materials . Stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2 of MORTH specification to a thickness of 600mm with smaller size towards the soil and bigger size toward the wall over the entire surface behind abutment, wing to a full height compacted to a firm condition complete as per drawing and specification MORTH 710.1.4, 3106.4 - Fifth Revision and IRC 78-2000-13.10.

Filling earth between retaining wall as per Appendix 6 of IRC: 78 -2014 with filling material having Ø value more than 35 degree free from cohesion, including cost and conveyance to worksite , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78 2014

Supply and fixing of High Quality of PVC pipes of 100mm 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.

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 and annexure to Section 3100 of MORT&H - Fifth Revision for CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Providing and Fixing bitumen pad of 20mm thick approved by the Engineer in charge of required area including cost and conveyance of all material to site, labour charges for mixing the same in position as directed by the departmental officers and all other incidental charges involved etc., complete as per standard specification for joints in between retaining walls.

Construction of PCC Retaining wall for Approach Roads

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 for FOUNDATION OF RETAINING WALL

Vibrated Cement Concrete M-15 Grade, using 40mm 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 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 Retaining wall

Plain Cement Concrete M-20 Grade, using 40mm 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 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 Retaining wall

Filling outside of PCC Retaining wall as per Appendix 6 of IRC: 78 -2014 with filling material having Ø value more than 35 degree free from cohesion, including cost and conveyance to worksite , laying, handling charges and filling in layers tamping under optimum moisture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges, etc., complete as per cl 710.1.4 & Appendix 6 of IRC 78 2014

Vibrated reinforced Concrete M-40, Grade, Design Mix, using 20mm 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 as per section 3100, Clause 3106.7 and annexure to Section 3100 of MORT&H - Fifth Revision for CRASH BARRIER

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe 500D, required for all RCC items of works involved in the schedule including cost of steel at site and cost of fabrication, labour charges for cleaning the rods straightening, cutting, bending, tying grills, including 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.

Providing Approach road

Earth work excavation in all classes of soils such as hard rock requiring blasting and depositing on bank with all leads and lifts as per SS 20 B including cost of all labour materials, tools, equipments and all incidental charges and sheeting, shoring and bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavaion back filling, clearing up the site and disposal of all surplus materials etc., complete as per standard specification for Boxing cutting.

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.

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

Providing and laying Prime Coat over WMM surface using 7Kg of Emulsion Bitumen(SS1) per10sqm for preparatory to another bituminous construction over it, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 502 of MORTH Rev-5

Proivding and laying of Tack Coat over WMM surface (treated with primer) using 2.5 Kg Bitumen Emulsion (RS1) per 10sqm for preparatary to another bitumious costruction over it including cost material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per Clause 503 of MORTH Rev -5

Providing and laying Dense Bituminous Macadam 110 mm thick which work shall consist of construction, using crushed aggregates, (Table 500-10) premixed with VG 30 Grade Bitumen at the rate of minimum 4.50% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for DBM (Grade-I ) as per MORTH No. 111, 112, 505, 900.

Providing and laying Bituminous Concrete 40 mm thick which work shall consist of construction using coarse aggregates (Table 500-17) premixed with VG 30 Grade Bitumen at the rate of minimum 5.40% by weight of the total mix confirming to the aggregates and binder as per the job mix formula in the Hot mix plant, transporiting the mix to the worksite, laying with paver finisher and compaction with smooth wheeld and vibratory roller in accordance with the requirements of the specification and in confirmity with the drawing as directed by the Engineer for BC (Grade-II) as per MORTH No. 111, 112, 507, 900.

Vibrated plain cement concrete of grade M10 (Nominal mix 1:3:6) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,as per section 1100 of MoRT&H specification (V Revision) for LEVELLING COURSE FOR CENTER MEDIAN.

Plain cement concrete of grade M20 (Nominal mix 1:1:5:3) using 40mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site including potable water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds, cofferdams, shoring, structting etc; complete as per relevant standard specification,as per section 1100 of MoRT&H specification (V Revision) for FOR KERB TYPE CENTER MEDIAN .

Widening of minor bridge at Ch.147+773

Dismantling structures Reinforced cement Concrete structures including straightening and cutting of bars and separating them completely, disposal of dismantled material and / or salvaging useful material complete as per Technical Specification clause 202 and section 2800

Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with initial leads and lift 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 relevent standard specification, for foundation.

Plain cement concrete M15 [Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for BASE COURSE.

Plain cement concrete M20 [Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for FOUNDATION

Plain cement concrete M20[Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for SUB STRUCTURE

Reinforced cement concrete M30[Design Mix] using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for BED BLOCK & DIRT WALL

Reinforced cement concrete M30 [Design Mix] using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for DECK SLAB

Vibrated Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, as per cl 1500, 1700 & 2704 of MoRT&H specification (V Revision) for BASE COURSE BELOW APPROACH SLAB

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) for APPROACH SLAB.

Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS HBG 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 form work, 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 sec 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER

Providing Filter media behind the abutments and wings with clean III graded material 22.4mm to 2.8mm 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.,

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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 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.

Filling with excavated earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3104 of MORTH Rev-5 (gravel) including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% procter density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 305 of MORTH for sub grade and as per clause 3104 & 3106 of MORT&H - V.

Supply and fixing of High Quality of PVC pipes of 100mm 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.

Providing and fixing in Position 20mm thick compressible fiber board in expansion joint including sealing with a joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Engineer.

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

Widening of minor bridge at Ch.151+810

Dismantling structures Reinforced cement Concrete structures including straightening and cutting of bars and separating them completely, disposal of dismantled material and / or salvaging useful material complete as per Technical Specification clause 202 and section 2800

Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with initial leads and lift 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 relevent standard specification, for foundation.

Plain cement concrete M15 [Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for BASE COURSE.

Plain cement concrete M20 [Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for FOUNDATION

Plain cement concrete M20[Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for SUB STRUCTURE

Reinforced cement concrete M30[Design Mix] using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for BED BLOCK & DIRT WALL

Reinforced cement concrete M30 [Design Mix] using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for DECK SLAB

Vibrated Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, as per cl 1500, 1700 & 2704 of MoRT&H specification (V Revision) for BASE COURSE BELOW APPROACH SLAB

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) for APPROACH SLAB.

Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS HBG 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 form work, 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 sec 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER

Providing Filter media behind the abutments and wings with clean III graded material 22.4mm to 2.8mm 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.,

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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 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.

Filling with excavated earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3104 of MORTH Rev-5 (gravel) including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% procter density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 305 of MORTH for sub grade and as per clause 3104 & 3106 of MORT&H - V.

Supply and fixing of High Quality of PVC pipes of 100mm 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.

Providing and fixing in Position 20mm thick compressible fiber board in expansion joint including sealing with a joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Engineer.

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

Widening of Culvert at Ch.153+193

Dismantling structures Reinforced cement Concrete structures including straightening and cutting of bars and separating them completely, disposal of dismantled material and / or salvaging useful material complete as per Technical Specification clause 202 and section 2800

Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with initial leads and lift 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 relevent standard specification, for foundation.

Plain cement concrete M15 [Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for BASE COURSE.

Plain cement concrete M20 [Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for FOUNDATION

Plain cement concrete M20[Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for SUB STRUCTURE

Reinforced cement concrete M30[Design Mix] using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for BED BLOCK & DIRT WALL

Reinforced cement concrete M30 [Design Mix] using 20mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for DECK SLAB

Vibrated Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG metal , including cost and conveyance of all materials to site and cost of cement at site,including all labour charges for mixing Concrete, laying, hire charges for Tools and plants , compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, as per cl 1500, 1700 & 2704 of MoRT&H specification (V Revision) for BASE COURSE BELOW APPROACH SLAB

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) for APPROACH SLAB.

Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS HBG 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 form work, 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 sec 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER

Providing Filter media behind the abutments and wings with clean III graded material 22.4mm to 2.8mm 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.,

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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 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.

Filling with excavated earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3104 of MORTH Rev-5 (gravel) including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% procter density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 305 of MORTH for sub grade and as per clause 3104 & 3106 of MORT&H - V.

Supply and fixing of High Quality of PVC pipes of 100mm 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.

Providing and fixing in Position 20mm thick compressible fiber board in expansion joint including sealing with a joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Engineer.

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

Reconstruction of minor bridge 3x7 at Ch.153+583

Dismantling of Reinforced cement Concrete structures including straightening and cutting of bars and separating them completely, disposal of dismantled material and / or salvaging useful material complete as per Technical Specification clause 202 and section 2800

Dismantling structures Plain cement Concrete including, disposal of dismantled material and / or salvaging useful material complete as per Technical Specification clause 202 and section 2800

Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with initial leads and lift 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 relevent standard specification, for foundation.

Plain cement concrete M15 [Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for BASE COURSE, TOE WALL & CURTAIN WALL

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 cement at site including Form 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 and incidental charges, etc., complete as per standard specifications for BASE SLAB, SIDE WALLS AND TOP SLAB.

Vibrated Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing Concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) for BASE COURSE BELOW APPROACH SLAB

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heights ,hire charges for tools and plants including all other incidental charges etc., complete as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) for APPROACH SLAB.

Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS HBG 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 form work, 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 sec 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER

Providing Filter media behind the abutments and wings with clean III graded material 22.4mm to 2.8mm 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.,

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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 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.

Filling with excavated earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3104 of MORTH Rev-5 (gravel) including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% procter density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 305 of MORTH for sub grade and as per clause 3104 & 3106 of MORT&H - V.

Supply and fixing of High Quality of PVC pipes of 100mm 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.

Providing and fixing in Position 20mm thick compressible fiber board in expansion joint including sealing with a joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Engineer.

Granite Rough Stone Dry Packing for the specific thickness for apron using good size granite rough stone, properly wedged with quarry spalls including charges for packing the same in position and all other incidental charges, etc., complete for APRON

Gravel backing to revetment for 150mm thick including cost and conveyance of gravel to work site, laying and filling in layers of 150mm thick, tamping, including watering with all leads for water and all other incidental charges, etc, all complete

Pointing with CM 1:3 for Rough Stone Revetment including cost and conveyance to work site including all other incidental charges etc. complete

Providing and laying boulders apron 750mm thick for protection against scour with stone boulders weighing not less than 40kg each beyond curtain walls complete as per drawing and technical specifications.

Providing and laying boulders apron 150mm thick for protection against scour with stone boulders weighing not less than 40kg each beyond curtain walls complete as per drawing and technical specifications.

Providing and laying Cement Concrete apron made with nominal size M15 grade concrete with a minimum cement content of 250 kg/cum as per IRC:21-2000 complete as per drawing and technical specifications.

Reconstruction of minor bridge 2x7 at Ch.154+233

Dismantling of Reinforced cement Concrete structures including straightening and cutting of bars and separating them completely, disposal of dismantled material and / or salvaging useful material complete as per Technical Specification clause 202 and section 2800

Dismantling structures Plain cement Concrete including, disposal of dismantled material and / or salvaging useful material complete as per Technical Specification clause 202 and section 2800

Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with initial leads and lift 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 relevent standard specification, for foundation.

Plain cement concrete M15 [Nominal mix] using 40mm ISS HBG metal including cost and conveyance of all materials to site and cement at site including formwork 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 and incidental charges, etc., complete as per standard specifications for BASE COURSE, TOE WALL & CURTAIN WALL

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 cement at site including Form 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 and incidental charges, etc., complete as per standard specifications for BASE SLAB, SIDE WALLS AND TOP SLAB.

Vibrated Plain Cement Concrete of grade M15 (Nominal mix) using 40mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing Concrete, laying, hire charges for Tools and plants, compacting, curing with all leads for soft water, including all other incidental charges, form work etc., complete, as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) for BASE COURSE BELOW APPROACH SLAB

Vibrated reinforced cement concrete of grade M30 (Design mix) using 20 mm ISS HBG graded metal, including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel including cost of form work, labour charges mixing, transporting, laying, curing concrete, working at heights ,hire charges for tools and plants including all other incidental charges etc., complete as per cl 1500, 1700 & 2704 of MORT&H specification (V Revision) for APPROACH SLAB.

Vibrated reinforced Cement Concrete of grade M40 (Design mix) using 20mm ISS HBG 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 form work, 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 sec 811, 1700 & 2703.3 of MORT&H specification (V Revision) for CRASH BARRIER

Providing Filter media behind the abutments and wings with clean III graded material 22.4mm to 2.8mm 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.,

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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 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.

Filling with excavated earth with an angle of friction not less than 30° and PI value equal to or not greater than 6 and gradation and other equipments confirming to cl. 3104 of MORTH Rev-5 (gravel) including cost and conveyance, spreading the gravel uniformly to the entire embankment formation in layers of not exceeding 200mm thick as directed by the department officers including compacting each layer to the required density in accordance with IS 2720 part VII at 100% procter density for sub grade level keeping the moisture content of gravel at the time of compaction within the range of 1% above and 2% below the OMC using required capacity rollers to achieve the required density in each layer including watering with all leads for water and finishing the surface to the lines and grades as directed by the department officers and including hire charges and running charges for the roller and all other tools and plants employed for the work and all labour charges widening of embankment including compacting the original ground with power rollers etc. complete, as per clause 305 of MORTH for sub grade and as per clause 3104 & 3106 of MORT&H - V.

Supply and fixing of High Quality of PVC pipes of 100mm 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.

Providing and fixing in Position 20mm thick compressible fiber board in expansion joint including sealing with a joint sealing compound as per drawing and Technical Specification section 2600 and direction of the Engineer.

Granite Rough Stone Dry Packing for the specific thickness for apron using good size granite rough stone, properly wedged with quarry spalls including charges for packing the same in position and all other incidental charges, etc., complete for APRON

Gravel backing to revetment for 150mm thick including cost and conveyance of gravel to work site, laying and filling in layers of 150mm thick, tamping, including watering with all leads for water and all other incidental charges, etc, all complete

Pointing with CM 1:3 for Rough Stone Revetment including cost and conveyance to work site including all other incidental charges etc. complete

Providing and laying boulders apron 750mm thick for protection against scour with stone boulders weighing not less than 40kg each beyond curtain walls complete as per drawing and technical specifications.

Providing and laying boulders apron 150mm thick for protection against scour with stone boulders weighing not less than 40kg each beyond curtain walls complete as per drawing and technical specifications.

Providing and laying Cement Concrete apron made with nominal size M15 grade concrete with a minimum cement content of 250 kg/cum as per IRC:21-2000 complete as per drawing and technical specifications.

Reconstruction of Box culvert at Ch.154+635

Earth work excavation in all classes of soil including weathered rock not requiring blasting and depositing on bank with initial leads and lift 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 relevent standard specification, for foundation.

Plain cement concrete 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 formwork 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 and incidental charges, etc., complete as per standard specifications for BASE COURSE BELOW BOX PORTION

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 cement at site including Form 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 and incidental charges, etc., complete as per standard specifications for BASE SLAB, SIDE WALLS AND TOP SLAB OF BOX CULVERT.

Supply and Fabrication of High Yield Strength Deformed Bar with Grade Designation Fe-500D, 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.

Dismantling the existing RCC Box culvert, clearing away and carefully stacking materials usefull for re use for any thickness of wall complete as per technical specification and directed by Engineer incharge.

Calculation of SubTotal, GST and Total carried out by system automatically

Sub Total Amount for above all items

GST 12% for the above SubTotal Amount

BSCPL INFRASTRUCTURE LIMITED

NCC LIMITED