MDU 177 / Kodaikanal Sub Division / Dindigul Division /CRIDP Work

Road Work

Earth work excavating and depositing on bank with initial lead of 10 m and initial lift of 2m in Hard stiff clay, stiff black cotton, hard red earth, shales, murram, gravel, stoney earth and earth mixed with small size boulders as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges, trimming of bottom of excavation, clearing up the site and disposal of all surplus materials etc., complete as per standard Specification for Road widening (Box cutting)

ROAD A

ROAD A (Retaining wall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

ROAD A (Pipe culvert)

Providing and laying of granular sub-base grade - V by providing close graded Material, 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 power roller to achieve the desired density, complete as per clause 401

ROAD A

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

ROAD A

Picking the existing BT surface upto 50mm depth as directed by the departmental officers and collecting the picked up salvaged metal and stacking the same for reuse and depositing the debris excluding cost of materials including all labour charges for picking and all other tools and plants employed of the work and including all other incidental charges etc., complete as per MORTH specification

ROAD A

Providing and laying Prime Coat over WBM/WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm 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

ROAD A

Providing and laying Tack Coat over WBM/WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm 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 503 of MORTH Rev-5

ROAD A

Providing and laying Tack Coat over Existing BT surface using 2Kg of Bitumen Emulsion (RS1) per 10 sqm 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 503 of MORTH Rev-5

ROAD A

Providing, laying 50mm consolidated thick Dense Bituminous Macadam using 0.24cum of 26.50 - 13.20mm, 0.25cum of 13.20 - 2.36mm and 0.23cum of 2.36mm & below and with 53.20Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in the required temperature in Central Hot Mix Plant 20 - 30 ton capacity, conveying the mix by tipper trucks to work site, spreading the mix to uniform thickness of 50mm using paver to the specified grades and cross sections and compacted by Vibratory/Pneumatic Roller to the required density etc., including labour for attending to paver at site etc., including hire and fuel charges for 20 - 30ton CMP with bitumen boiler, tipper trucks, Paver Finisher, Vibratory rollers and all other tools and plant required, including all other incidental charges etc., complete as per specification using CMP as per clause 505 MORTH Rev-5

ROAD A

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

ROAD A

Earth work excavating and depositing on bank with initial lead of 10 m and initial lift of 2m in Soft disintegrated rock, laterite, soft rock or kankar not requiring blasting as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges, trimming of bottom of excavation, clearing up the site and disposal of all surplus materials etc., complete as per standard Specification for Foundation.

ROAD A (Retainingwall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

ROAD A (Hard Shoulder at Km 6/0 - 7/0)

ROAD A (Hard Shoulder at Km 7/0- 7/8)

Earth work excavating and depositing on bank with initial lead of 10 m and initial lift of 2m in medium rock and dense medium rock not requiring blasting as per SS20B including cost of all labour, materials, tools, equipments and all other incidental charges, trimming of bottom of excavation, clearing up the site and disposal of all surplus materials etc., complete as per standard Specification for Foundation.

ROAD A (Retainingwall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

ROAD A (Pipe culvert)

Vibrated plain cement concrete of grade M15 (Nominal mix 1:2:4) 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 for Levelling course below foundation.

ROAD A (Retainingwall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

ROAD A (Pipe culvert)

ROAD A (Hard Shoulder at Km 6/0 - 7/0)

ROAD A (Hard Shoulder at Km 7/0- 7/8)

Vibrated 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, for Hard shoulder.

ROAD A (Hard Shoulder at Km 6/0 - 7/0)

ROAD A (Hard Shoulder at Km 7/0- 7/8)

Vibrated 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 for Foundation.

ROAD A (Retainingwall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

Vibrated 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 For Stem - below sill level.

ROAD A (Retainingwall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

ROAD A (Pipe culvert)

Vibrated 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 For Stem - above sill level.

ROAD A (Retainingwall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

ROAD A (Pipe culvert)

Providing and fixing 110mm dia PVC SEEPAGE PIPES of required length for abutment and wing, retaining wall including cost and conveyance of all materials to worksite, cost and labour for semi-sperical back fill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the back fill as per standard specifications 2706 & 900.

ROAD A (Retainingwall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

ROAD A (Pipe culvert)

Providing and fixing bituminous Pad (20mm Thick) including cost and conveyance of expansion joints, shalimar pad and joint sealants and fixing them in position etc., complete in Retaining wall.

ROAD A (Retainingwall at Km 5/10)

Filling with excavated earth between Retaining wall and road including cost and conveyance of material 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.as per standard specificatin of MORT&H revision - V

ROAD A (Retainingwall at Km 5/10)

ROAD A (Retaining wall at Km 6/2 & 6/6)

ROAD A (Pipe culvert)

Dismantling Plain cement concrete in the existing bridge and clearing away from the work site and carefully stacking the usefull materials for reuse on the road side as directed by the departmental officers including all labour and incidental charges etc., complete.

ROAD A (Pipe culvert)

Supply of NP3 Class 1000mm dia RCC Pipe conforming to IS 458/2003 including cost of pipe as a finished work including all other incidental charges, testing charges including loading, unloading, transport and delivery in good condition at work site etc., complete, as directed by the Departmental Officers, as per standard specifications.

ROAD A (Pipe culvert)

Hoisting and fixing of NP3 Class 1000mm RCC Pipe and Collars in proper gradient including all labour charges and all other incidental charges etc., complete, as directed by the Departmental Officers, as per standard specifications.

ROAD A (Pipe culvert)

Filling with quarry dust between Body wall and road including cost and conveyance of material 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.as per standard specificatin of MORT&H revision - V

ROAD A (Pipe culvert)

Providing and laying of granular sub-base grade - III by providing close graded Material, 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 power roller to achieve the desired density, complete as per clause 401

ROAD A (Pipe culvert)

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