MDU 173 / Madurai Sakkudi Byepass / CMRDP Work / Madurai Division

Road Work

Clearing Heavy jungle including uprooting wild vegetation, grass, bushes, shurbs, sapling and disposal of unserviceable materials and stacking of serviceable material as per Clause 201 of MORT&H-V Revision

Road A

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

Road A

Junction Improvements at Km 0/2

Road A

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

Providing compaction of berms using the box cut earth including all hire and fuel charges for power roller for compaction,water sprinkler,including all labour charges for laying, spreading, watering etc., complete as directed by the departmental engineers for making up of low berms More than CBR 5% (Earth Work Compaction Only)

Road A

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

Road A

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

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

Road A

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

Wet Mix Macadam (Table 400-13) Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with paver in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density, Complete as per clause 406 of MORTH Vth Revision Specification no.111,112,406,900

Road A

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

Prime coat Providing and applying primer coat with bitumen emulsion (SS-I type) on prepared surface of granular Base including clearing of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per clause 502 of MORTH Specification no.111,112, 501,502,900- over WMM

Road A

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.25 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- over granular surfaces treated with primer

Road A

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

Tack coat - Providing and applying tack coat with bitumen emulsion(RS-I type) using emulsion pressure distributor at the rate of 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom as per clause 503 of MORTH Specification no.111,112,501, 503,900- existing BT surface

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Approach and Branch Road at Km 5/4

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

Road A

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

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

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

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

Road A

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

Providing and laying of Carted earth including cost and conveyance of the same to work site from approved quarry including stacking the same to departemental gauge for premeasurement including all labour charges for laying, spreading, including all hire and fuel charges for power roller for compaction, etc., complete and as directed by the departmental engineers for making up of low berms

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

Approach and Branch Road at Km 1/8

Approach and Branch Road at Km 5/4

Approach and Branch Road at Km 5/8

Vibrated Cement concrete of grade M20 1:1.5:3, Nominal mix using 20 mm ISS sieve size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications for Footings of Medians & Islands

Junction Improvements at Km 0/2

Junction Improvements at Km 1/6

Junction Improvements at Km 4/2

Junction Improvements at Km 8/2

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

Box Culvert at Km 0/2

Box Culvert at Km 0/4 & 0/6

Box Culvert at Km 0/8 & 0/10

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/4 (II), 1/6 & 2/2

Box Culvert at Km 1/8

Box Culvert at Km 4/2

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 3/4 & 3/8

Box Culvert at Km 4/8 & 5/6

Box Culvert at Km 5/8 (II)

Box Culvert at Km 6/2

Box Culvert at Km 6/4

Box Culvert at Km 6/10

Box Culvert at Km 7/2 & 7/8

Box Culvert at Km 7/6

Box Culvert at Km 7/8

Pipe Culvert at Km 1/8 - 2/8

Pipe Culvert at Km 3/2 - 5/4

Pcc Retaining wall at Km 0/0 & 7/2

Plain Cement Concrete M15 using 40mm ISS size HBG graded metal crushed stone including cost and conveyance of all materials to site but excluding cost and fabrication for steel but including cost and labour charges for formwork and centering, labour charges, compacting, finishing and curing, including all incidental charges etc., complete as per MORTH Specification no.111, 112, 1000, 1500, 1700, 2200, 900 For Leveling Course and Foundation

Box Culvert at Km 0/2

Box Culvert at Km 0/4 & 0/6

Box Culvert at Km 0/8 & 0/10

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/4 (II), 1/6 & 2/2

Box Culvert at Km 1/8

Box Culvert at Km 4/2

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 3/4 & 3/8

Box Culvert at Km 4/8 & 5/6

Box Culvert at Km 5/8 (II)

Box Culvert at Km 6/2

Box Culvert at Km 6/4

Box Culvert at Km 6/10

Box Culvert at Km 7/2 & 7/8

Box Culvert at Km 7/6

Box Culvert at Km 7/8

Pipe Culvert at Km 1/8 - 2/8

Pipe Culvert at Km 3/2 - 5/4

Vibrated 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, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, with all leads for potable water, including all other incidental charges etc; complete as per relevant standard specifications, for Apron curtain wall as per Sections 1500 & 1700 of MORT&H

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/8

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 4/8 & 5/6

Vibrated cement concrete of grade M15, (Nominal Mix) using 20mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including all labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants, with all leads for potable water, including all other incidental charges etc; complete as per relevant standard specifications, for Apron Flooring as per Sections 1500 & 1700 of MORT&H

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/8

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Cement concrete of Grade M 10 (Nominal mix) using 40mm ISS HBG 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, working at depths , Tools and Plants and incidential charges such as bailing out water, maintaining protective bunds cofferdams, shoring, strutting etc; complete as per relevant standard specification , for LEVELLING COURE BELOW APRON AS PER Sections 2100 of MORT&H Specifications (Fifth Revision).

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/8

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Vibrated Reinforced Cement Concrete of grade M30 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Box Culvert of MORT&H Specficaton (Fifth Revision-2013)

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/8

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 7/8

Vibrated Reinforced Cement Concrete of grade M25 design mix using ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants including all other incidental charges etc; complete as per relevant standard specifications, for Box Culvert of MORT&H Specficaton (Fifth Revision-2013)

Box Culvert at Km 0/2

Box Culvert at Km 0/4 & 0/6

Box Culvert at Km 0/8 & 0/10

Box Culvert at Km 1/4 (II), 1/6 & 2/2

Box Culvert at Km 4/2

Box Culvert at Km 3/4 & 3/8

Box Culvert at Km 5/8 (II)

Box Culvert at Km 6/2

Box Culvert at Km 6/4

Box Culvert at Km 6/10

Box Culvert at Km 7/2 & 7/8

Box Culvert at Km 7/6

Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for Parapet. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013)

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/8

Box Culvert at Km 4/2

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 6/4

Box Culvert at Km 7/6

Box Culvert at Km 7/8

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for wing wall & Parapet. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) for Below sill

Box Culvert at Km 0/2

Box Culvert at Km 0/4 & 0/6

Box Culvert at Km 0/8 & 0/10

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/4 (II), 1/6 & 2/2

Box Culvert at Km 1/8

Box Culvert at Km 4/2

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 3/4 & 3/8

Box Culvert at Km 4/8 & 5/6

Box Culvert at Km 5/8 (II)

Box Culvert at Km 6/2

Box Culvert at Km 6/4

Box Culvert at Km 6/10

Box Culvert at Km 7/2 & 7/8

Box Culvert at Km 7/6

Box Culvert at Km 7/8

Pipe Culvert at Km 1/8 - 2/8

Pipe Culvert at Km 3/2 - 5/4

Pcc Retaining wall at Km 0/0 & 7/2

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG graded metal including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and including all other incidental charges etc; complete as per relevant standard specifications, for wing wall. as per Section 1500,1700 & 2200 of MORT&H Specficaton (Fifth Revision-2013) for Above sill

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/8

Box Culvert at Km 4/2

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 6/4

Box Culvert at Km 7/6

Box Culvert at Km 7/8

Pcc Retaining wall at Km 0/0 & 7/2

Providing and fixing 100mm dia PVC SEEPAGE PIPES of required length for abutment and returns including cost and conveyance of all materials to worksite, cost and labour for semisperical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., to drain of the backfill as per MORT&H Vth Revision 2700

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/8

Box Culvert at Km 4/2

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 6/4

Box Culvert at Km 7/6

Box Culvert at Km 7/8

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

Box Culvert at Km 0/2

Box Culvert at Km 0/4 & 0/6

Box Culvert at Km 0/8 & 0/10

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/4 (II), 1/6 & 2/2

Box Culvert at Km 1/8

Box Culvert at Km 4/2

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 4/8 & 5/6

Box Culvert at Km 6/2

Box Culvert at Km 6/4

Box Culvert at Km 6/10

Box Culvert at Km 7/2 & 7/8

Box Culvert at Km 7/6

Box Culvert at Km 7/8

Supply of NP3 Class RCC 1200 mm dia. Pipes confirming to IS 458 specification as directed by the departmental officers including Cost and conveyance of pipes to the worksite and all other incidental charges etc. Complete as per standard specification

Pipe Culvert at Km 1/8 - 2/8

Pipe Culvert at Km 3/2 - 5/4

Laying and fixing of 1200 mm dia. RCC NP3 Pipe in position excluding cost of pipes but including conveyance to work spot and handling charges on both sides includinglabour charges for hoisting and placing the pipes

Pipe Culvert at Km 1/8 - 2/8

Pipe Culvert at Km 3/2 - 5/4

Filling with Stone Dust including cost and conveyance of Materials to Work site including labour charges for filling, laying, Compacting by manual Labour under optium moisture content to get the maximum density flooding with water as layers or built-up to the bottom level inclusive all other incidental charges etc., complete

Pipe Culvert at Km 1/8 - 2/8

Pipe Culvert at Km 3/2 - 5/4

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, lncIuding cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing, and their subsequent removal,removaI of all logs, stumps and other deleterious matter and obstructions, trimming bottom of excavation backfilIing, and clearing the site and disposal of all surplus materials etc., complete as per relevant standard specifation, for FOR FOUNDATION as per section 300 of MORT&H Specifications (V Revision).

Retaining wall at Km 1/0 - 2/0.

Retaining wall at Km 2/0 - 2/500.

Retaining wall at Km 2/500 - 3/000.

Retaining wall at Km 3/000 - 3/350.

Retaining wall at Km 3/500 - 4/000.

Retaining wall at Km 4/000 - 4/500.

Retaining wall at Km 4/500 - 5/000.

Retaining wall at Km 5/000 - 5/2

Retaining wall at Km 6/000 - 7/000.

Retaining wall at Km 7/000 - 7/470.

Retaining wall at Km 7/500 - 8/000.

Cement concrete M15 (Nominal mix 1:2:4) using 40mm ISS metal including cost and cońveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying compacting, curing concrete, Tools and Plants and incidential charges such as bailing out water, maintaining of protective bunds, cofferdams, shoring, struting etc; complete as per relevant standard specification, for LEVELLING COURSE.

Retaining wall at Km 1/0 - 2/0.

Retaining wall at Km 2/0 - 2/500.

Retaining wall at Km 2/500 - 3/000.

Retaining wall at Km 3/000 - 3/350.

Retaining wall at Km 3/500 - 4/000.

Retaining wall at Km 4/000 - 4/500.

Retaining wall at Km 4/500 - 5/000.

Retaining wall at Km 5/000 - 5/2

Retaining wall at Km 6/000 - 7/000.

Retaining wall at Km 7/000 - 7/470.

Retaining wall at Km 7/500 - 8/000.

Vibrated reinforced CementConcrete M25 (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 but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for RCC RETAINING WALL BELOW SILL as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Retaining wall at Km 1/0 - 2/0.

Retaining wall at Km 2/0 - 2/500.

Retaining wall at Km 2/500 - 3/000.

Retaining wall at Km 3/000 - 3/350.

Retaining wall at Km 3/500 - 4/000.

Retaining wall at Km 4/000 - 4/500.

Retaining wall at Km 4/500 - 5/000.

Retaining wall at Km 5/000 - 5/2

Retaining wall at Km 6/000 - 7/000.

Retaining wall at Km 7/000 - 7/470.

Retaining wall at Km 7/500 - 8/000.

Vibrated reinforced CementConcrete M25 (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 but including cost of form work, labour charges for mixing, transporting, laying, curing concrete, working at heights, soft water, hire charges for tools and Plants, including all other incidental charges, etc., complete for RCC RETAINING WALL ABOVE SILL as per section 1500,1700 & 2200 of MORT&H Specifications (V Revision).

Retaining wall at Km 1/0 - 2/0.

Retaining wall at Km 2/0 - 2/500.

Retaining wall at Km 2/500 - 3/000.

Retaining wall at Km 3/000 - 3/350.

Retaining wall at Km 3/500 - 4/000.

Retaining wall at Km 4/000 - 4/500.

Retaining wall at Km 4/500 - 5/000.

Retaining wall at Km 5/000 - 5/2

Retaining wall at Km 6/000 - 7/000.

Retaining wall at Km 7/000 - 7/470.

Retaining wall at Km 7/500 - 8/000.

Supply and fabrication of Fe-550 D Grade steel required for all RCC items of works involved in the schedule, including cost of steel at site and cost of fabrication labour charges for cleaning the rods straightening, cutting, bending, tying grills, including over lapping to the required length wherever necessary and providing to the reinforcement placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges, etc., complete as per section 1600 of MORT&H Specifications (V Revision).

Box Culvert at Km 0/2

Box Culvert at Km 0/4 & 0/6

Box Culvert at Km 0/8 & 0/10

Box Culvert at Km 1/4 (I)

Box Culvert at Km 1/4 (II), 1/6 & 2/2

Box Culvert at Km 1/8

Box Culvert at Km 4/2

Box Culvert at Km 5/2

Box Culvert at Km 5/8

Box Culvert at Km 3/4 & 3/8

Box Culvert at Km 4/8 & 5/6

Box Culvert at Km 5/8 (II)

Box Culvert at Km 6/2

Box Culvert at Km 6/4

Box Culvert at Km 6/10

Box Culvert at Km 7/2 & 7/8

Box Culvert at Km 7/6

Box Culvert at Km 7/8

Retaining wall at Km 1/0 - 2/0.

Retaining wall at Km 2/0 - 2/500.

Retaining wall at Km 2/500 - 3/000.

Retaining wall at Km 3/000 - 3/350.

Retaining wall at Km 3/500 - 4/000.

Retaining wall at Km 4/000 - 4/500.

Retaining wall at Km 4/500 - 5/000.

Retaining wall at Km 5/000 - 5/2

Retaining wall at Km 6/000 - 7/000.

Retaining wall at Km 7/000 - 7/470.

Retaining wall at Km 7/500 - 8/000.

Vibrated Cement Concrete M15 (Nominal mix 1:2:4) using 40 mm ISS HBG metal, including cost and conveyance of all materials to site and cost of cement at site, including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, soft water, Tools and plants and incidental charges etc., complete as per relevant standard specification, for CC PARAPET as per section 1500 & 1700 of MORT&H Specifications (V Revision).

Retaining wall at Km 1/0 - 2/0.

Retaining wall at Km 2/0 - 2/500.

Retaining wall at Km 2/500 - 3/000.

Retaining wall at Km 3/000 - 3/350.

Retaining wall at Km 3/500 - 4/000.

Retaining wall at Km 4/000 - 4/500.

Retaining wall at Km 4/500 - 5/000.

Retaining wall at Km 5/000 - 5/2

Retaining wall at Km 6/000 - 7/000.

Retaining wall at Km 7/000 - 7/470.

Retaining wall at Km 7/500 - 8/000.

Pcc Retaining wall at Km 0/0 & 7/2

Providing and fixing PVC seepage pipes of 100 mm dia of required lengths for abutments and wings including costs and conveyance of all materials to work site and labour charges for fixing, etc., complete to drain the backfill as per section 2706 of MORT&H Specifications (V Revision).

Retaining wall at Km 1/0 - 2/0.

Retaining wall at Km 2/0 - 2/500.

Retaining wall at Km 2/500 - 3/000.

Retaining wall at Km 3/000 - 3/350.

Retaining wall at Km 3/500 - 4/000.

Retaining wall at Km 4/000 - 4/500.

Retaining wall at Km 4/500 - 5/000.

Retaining wall at Km 5/000 - 5/2

Retaining wall at Km 6/000 - 7/000.

Retaining wall at Km 7/000 - 7/470.

Retaining wall at Km 7/500 - 8/000.

Pcc Retaining wall at Km 0/0 & 7/2

Refilling the Excavated Earth including removal and Satisfactory removal disposal of all materials necessary for the construction of Road way and side drains in accordance with the specification and the lines, grads and cross section shown in the drawings or as instructed by the Engineer. inclding compaction by power roller as per MORT & H Specification (Vth Revision) no.111,112,301, 300,900

Retaining wall at Km 1/0 - 2/0.

Retaining wall at Km 2/0 - 2/500.

Retaining wall at Km 2/500 - 3/000.

Retaining wall at Km 3/000 - 3/350.

Retaining wall at Km 3/500 - 4/000.

Retaining wall at Km 4/000 - 4/500.

Retaining wall at Km 4/500 - 5/000.

Retaining wall at Km 5/000 - 5/2

Retaining wall at Km 6/000 - 7/000.

Retaining wall at Km 7/000 - 7/470.

Retaining wall at Km 7/500 - 8/000.

Pcc Retaining wall at Km 0/0 & 7/2

Providing and laying of hot applied thremoplastic compound 2.5mm thick including reflectorising glass beads @ D 250 gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be level, uniform and free from streaks and holes, centre line marking.

Providing and fixing reflective road studs of 'category A Raised payment markers made out of poly carbonate / SBD moulded body and reflective panels (bi-convex reflectors) with micro prismate lens capable of providing tal internal reflection of the light entering the lens face with retro-reflectance and chromaticity values conforming to ASTM D4280. The reflective raised pavement markers shall also confirm to the MORTH circular No RW/NH 33023/10/97-DO III Dt.11-06-97 and the length height and width of the body shall not be less than 100mm, 15mm amd 90mm and base of marker shall be flate within 1.3mm. The marker shall support a load of 13635Kg tested in accordance with ASTM D4280. Lence shall be moulded of poly carbonate or methyl methecrylate conforming ASTM D788. The area of each retro-reflectory surface shall be 35+5 degree to base. Each reflector shall have a CIL not less than values specified in table 2 of said MORTH & H circular and two cylindrical polymer shanks of not less than 20mm diameter and not less than 30mm length shall be provided for better anchorage.

Providing and Fixing of Retro Reflectorised Hazard Marker Traffic Sign made out of High Intensity Prismatic Grade sheeting confirming to Type IV Standards of IRC - 67 :2012 and ASTM D 4956-09, Specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmX25mmX3mm Mild steel angle and supported ona mild steel angle post 75X75X6mm and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45mmX45mmX60cm 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 year warranty issued for field performance and a certified copy of three years outdoor exposure report shall be obtained :as per IRC 67:2012 (as per MORT&H Specification No.801)

Supplying and Installation of Delineators (Roadway indicators, hazard markers, object markers)80-100cm above ground level, painted black and white in 15cm, wide strips, fitted with 80x100mm rectangular of 75mm dia circular reflectorised panels at the top, buried or pressed in to the ground and conforming to IRC79 etc., complete(As per MORT&H Specification No.805)

Providing and Fixing of Retro Reflectorised Cautionary, mandatory and Informatory signs (with or without definition board) made out of High Intensity Prismatic, Grade Sheeting confirming to IRC 67-2010 and ASTM D 4956-09, Type IV Specification and fixed over 1.5mm thick Aluminium sheet fixed on back supporting frame of 25mm x 25mm x 3mm Mild steel angle and supported on a mild steel angle iron post 75mm x 45mm x 6mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cm x 45cm x 60cm, 60cm below Ground Level etc, complete including 7 year warranty for the Retro Reflective Sheeting as per clause 6.9 of IRC 67:2010 Specification (as Per MORT&H Spec. No.801)

(Retro-Reflectorised Road Signs: (without definition board) (60 cm Cirular Board)

(Retro-Reflectorised Road Signs: (without definition board) (90 cm Equilateral Triangular Board)

(Retro-Reflectorised Road Signs: (without definition board) (60 cm x 45 cm Rectangular Board)

Providing fixing of Median marker double sided made of poly carbonate for impact resistance and good weather ability. Polycarbonate used for molding the median marker shall have a minimum Izod impact strength value of 600 J/m at room temperature. The impact strength of the polycarbonate should not decrease to less than 70% of its initial value on being subjected to UV weathering as per ASTMG 155 for 1000 hours or exposure to 2 years of natural weathering. The body of the median marker shall be in the form of an isosceles trapezoidal structure of length 15 cm height and width of 10x10cm. The median marker shall have fluorescent yellow retro-reflective sheeting confirming to Type-XI specifications as per ASTMD 4956. Area of reflective sheeting should not be less than 70cm2. Edge of retro reflective shall be concealed using a grill / mesh / similar mechanism to prevent vandalism and sheeting pilferage. The logo of the manufacturer shall be embossed and painted in contrasting colour on both side of median marker for distinct identification.

Providing and erecting of Direction and Place Identification Retro-reflectorised Signs made out of Cube Corner Micro Prismatic Grade Sheeting confirming to Type-XI standards of IRC-67:2012 and ASTMD 4956-09, specification and fixed over 2mm thick Aluminium sheet fixed over a back supporting frame of 25mmx25mmx3mm Mild Steel angle and supported on a mild steel angle post 75X75X6mm with a clear height of not less than 2.10m from the ground level to the bottom of the sign board and 0.60m below ground level. The sign post should be painted as per IRC 67-2012 and firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 45cmX45cmX60cm size including cost and conveyance of all materials, equipment, Machinery and labour with all leads and lifts, loading charges necessary for satisfactory completion of the work as directed by the engineer incharge. Micro Prismatic grade Retro-Reilectro sheet shall consist of minimum co efficient of Retro-reflection as per Table 6.9 of IRC67-2012. The retro-reflective sheeting shall be covered under 10 year warranty issued for field performance and acertified copy of three years outdoor exposure report shall be obtained as per IRC67:2012. (as per MORT&H Specification No.801) (For location of black spot, curve, sharpbend, junction, ghat roads and critica lzone applications) Less than 0.90 sqm

providing and fixing of Digitally Printed Retro Reflectorized Overhead Gantry Informatory sign Board made of cube corner Micro Prismatic grade sheeting conforming to Type XI standards of IRC67•⁠ ⁠2012 and ASTMD4956 – 09, specification and fixed over 2mm thick aluminum sheet fixed on back supporting frame mild steel L angle of size 50mm x 50mm x 6mm. The Vertical support post for the installation of overhead sign Gantry shall be madeof 300NB (Nominal Bore) MS Pipe with 12mm thick with a ground clearance of 6 meters along with 80NB (Nominal Bore) MS Pipe with 4mm thick and 40NB(Nominal Bore) MS Pipe with 3.20mm thick support posts. MS Base plate of size 1200mm x 1200mm x 25mm and MS Top plate of size 900mm x 1650mm x 16mm to be used to hold the sign board at thetop and bottom respectively. MS Stiffener plates 8mm thick of sizes 420x420, 682x420, 288x288, 288x927 & 44x130 are to be used. Anchor bolts of dimension 25mm dia and 1000mm length are to be used as fixtures. The approved 70% of the co-efficient of Retro-reflection values against the values as mentioned in Table 6.9 of IRC67 – 2012. The Latex printer used for digital printing should use inks with low VOC emissions and have green guard, eco logo certificates as per UL 2801 standards. The retro-reflective sheeting shall be covered under 10 years warranty issued for field performance and a certified copy of three years Outdoor exposure report shall be obtained as per IRC 67-2012 (As per MoRT&H specification No.801). Cantilever sign shall be installed at the site as per the approved structural and foundation drawing provided in the tender document and including cost and conveyance of all materials, equipment, machineries to worksite, including all labour charges for fixing the gantry in position with all leads and lifts, loading charges andnecessary for satisfactory completion of the work as directed by the engineer-in-charge etc., complete.of size 12.00 m X 1.8 m.

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