MDU093 TN 27 2023 24 HDO Dated 14.08.2023

Amount

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification - Dressing Bed

HIGH LEVEL BRIDGE

COFFER DAM

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

JUNCTION IMPROVEMENT AT ANNA STATUE

Earth Work 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, materials, tools, equipments and all incidental charges such as bailing out water, providing and maintaining necessary cofferdams, sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavation, backfilling and clearing the site and disposal of all surplus materials etc. complete as per standard specification No. 304 of MORTH for FOUNDATION OF PILE CAPS UNDER PIERS.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Cement concrete M15 Grade (Nominal Mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site, including soft water, labour charges for mixing, transporting, laying, compacting, curing, tools and plants and all incidental charges such as bailing out water, maintaning of protective bunds, cofferdams, shoring strutting etc., complete as per relevant standard specification for LEVELLING COURSE below foundatation / pile cap

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Box culvert @ meenakshi college CH :589

Box culvert @ Anna statue CH:0.090

Cost and supply of MS liner including fabrication and driving upto refusal point permanent liner using 6 mm thick M.S.plates confirming to I.S.2062 of 1200mm inner diameter from formed ground level and charges for welding, and construction with consumables, labour and tools and plants required and driving the MS liner 6 mm thick to be left permanently with the pile shaft as per re quiremently with the pile shaft as per specification and placing them in position with all lead and lift etc complete as directed by the departmental officiers as per MORT & H specifications

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Providing reinforced cement concrete cast-int-situ bored PILES of 1200mm diameter in vibrated RCC mix M35 (Design mix) using 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 piling equipment, shifting the same from one pile location to another pile location, dismantling them and reerceting as necessary including all labour for driving or boring and providing temporary casing where ever required through all soils, leading the excavated earth to a distance of 200m including forming of working platform over the river bed for acomodating piling equipment etc., 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 including diversion of water course if necessary, forming and maintaining protective bunds and all other incidental charges etc., complete as per standard specifications for PILES.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced Cement Concrete of grade M35 (Design mix) using ISS graded metal including cost and conveyance of all materials to site excluding cost and conveyance of all materials to site excluding cost of steel, including 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

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced Cement Concrete of grade M35 (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 including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for ABUTMENT AND RETURNS

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced Cement Concrete of grade M35 (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 including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for PIERS

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced Cement Concrete of grade M35 (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 including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for Capping Beam.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced Cement Concrete of M35 (Design mix) using 20mm ISS graded HBG metal stone including cost and conveyance of all materials to site and cost of cement at site but excluding cost and fabrication of steel but including using soft water cost of form work and cntering, labour charges for mixing, transporting, laying, curing concrete, working on heights, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for BED BLOCK AND DIRT WALL.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced Cement Concrete of grade M35 (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 including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for PEDESTALS

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Supplying, fitting and fixing in position true to line and level elastomeric bearing conforming to IRC: 83 (Part-II) section IX and clause 2005 of MoRTH specifications complete including all accessories as per drawing and Technical Specifications.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

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

MAIN ARM

Fixed

Transverse

Longitudinal

SELLUR ARM

Fixed

Transverse

Longitudinal

Reinforced Cement Concrete of grade M35 (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 including cost of formwork, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for RCC T Beam & CROSS BEAMS

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced Cement Concrete of grade M35 (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.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced cement concrete of design mix M40 (Design mix) using 20mm ISS graded HBGS metal stone 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, transporting and placing in position, vibrating and compacting, finishing and curing, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for Box girder, Super structure.

MAIN ARM

SELLUR ARM

Vibrated Reinforced Cement Concrete of grade M40 (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 including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for CRASH BARRIER

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

RETAINING WALL AT ANNA STATUE (A1-HLB)

RETAINING WALL B/W AV BRIDGE (A2)-PRO.FLYOVER (A1)-LHS

RETAINING WALL BETWEEN AV BRIDGE (A2 HLB) SIDE RHS

RETAINING WALL AV BRIDGE UP RAMP LHS PORTION

RETAINING WALL THAMUKKAM SIDE

RETAINING WALL SELLUR SIDE

Providing and laying of a Strip Seal expansion joint catering to maximum horizontal movement upto 70 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer/supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

MAIN ARm

SELLUR ARm

HIGH LEVEL BRIDGE

Providing and laying Tack coat over Dry Lean Cement Concrete surface using 3.0kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it including cost of material, labour charges, rentals for machinary, fuel and all other incidental charges etc., complete per clause 503 of MORTH Rev-5.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

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

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Vibrated Reinforced Cement Concrete M30 Grade (Design Mix) using 25mm, 12mm and 6mm IRC size 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.

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Box culvert @ meenakshi college CH :589

Box culvert @ Anna statue CH:0.090

Providing and fixing G.I Drainage spouts of 100mm dia as per GOI drawing No.SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spouts projecting atleast 300mm beyond bottom of deck slab including cost and conveyance of all meterials to site fixing them in position etc., complete.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Providing and fixing Class I PVC seepage pipes of 110mm dia of required lengths for abutments and return walls including costs and conveyance of all materials to work site and labour charges for fixing etc., complete to drain from the backfill as per section 2706 of MORTH specification (Rev- V)

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Providing FILTER MEDIA behind abutments and return walls for 600mm thickness using filter material conforming to clause 309.3.2.B of MORTH well packed with smaller size towards the soil and bigger size towards the wall including cost and conveyance of all materials to worksite and including labour charges and all other incidental charges etc.,complete.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Filling behind Abutments and return walls with clean gritty free draining gravel including cost of gravel having pi value less than 6, conveyance of gravel to worksite. Laying, handling charges and filling in layers tamping under optimum moiture content to get the maximum density, including watering, with all leads and lifts for water and all other incidental charges etc., complete.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Reinforced 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 incidental all other incidental charges etc., complete as per relevent standard specification for BASE COURSE below approach slab

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Reinforced Cement Concrete of grade M35 (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 including cost of formwork, soft water, labour charges for mixing, transporting, laying and curing concrete, working at heights, soft water, hire charges for Tools and Plants and incidental all other incidental charges etc., complete as per relevent standard specification for APPROACH SLAB

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

Supply and fabrication of STEEL grade Fe500 D with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc., complete.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

RETAINING WALL AT ANNA STATUE (A1-HLB)

RETAINING WALL B/W AV BRIDGE (A2)-PRO.FLYOVER (A1)-LHS

RETAINING WALL BETWEEN AV BRIDGE (A2 HLB) SIDE RHS

RETAINING WALL AV BRIDGE UP RAMP LHS PORTION

RETAINING WALL THAMUKKAM SIDE

RETAINING WALL SELLUR SIDE

PIER PROTECTION

LOAD BEARING DRAIN

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Box culvert @ meenakshi college CH :589

Box culvert @ Anna statue CH:0.090

FOOTPATH CUM DRAIN - SELLUR SIDE

FOOTPATH CUM DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH CUM DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH CUM DRAIN - PANAGAL ROAD NEAR GH

Supply and fabrication of STEEL grade Fe 240 with suitable anticorrosive measure required for all the reinforced cement concrete items of work involved in the schedule including cost of steel, cost of fabrication, labour charges for cleaning the rods, straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawing including cost of binding wire provision of spacer bars, cover blocks and all other incidental charges etc., complete.

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Reinforced cement concrete of grade M30 (Design mix) using 20mm ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Hand Rails and Posts.

HIGH LEVEL BRIDGE

Vibrated cement concrete M15 (Nominal mix) using 40mm ISS size hard broken granite metal including cost and conveyance of all materials to site including cost and labour charges for formwork, centering, labour charges for laying, compacting, curing all incidental charges etc., complete for Parapet.

HIGH LEVEL BRIDGE

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Box culvert @ meenakshi college CH :589

Box culvert @ Anna statue CH:0.090

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with initial leads of 10m and initial lifts of 2m as per SS20B, including cost of all labour, equipments and all other incidential charges such as bailing out water, sheeting, shoring, bracing and their subsequent 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 earth with all leads etc., complete as per standard specifications .

RETAINING WALL AT ANNA STATUE (A1-HLB)

RETAINING WALL B/W AV BRIDGE (A2)-PRO.FLYOVER (A1)-LHS

RETAINING WALL BETWEEN AV BRIDGE (A2 HLB) SIDE RHS

RETAINING WALL AV BRIDGE UP RAMP LHS PORTION

RETAINING WALL THAMUKKAM SIDE

RETAINING WALL SELLUR SIDE

PIER PROTECTION

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 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 LEVELLING COURSE BELOW RETAINING WALLS, PROTECTION WALL

RETAINING WALL AT ANNA STATUE (A1-HLB)

RETAINING WALL B/W AV BRIDGE (A2)-PRO.FLYOVER (A1)-LHS

RETAINING WALL BETWEEN AV BRIDGE (A2 HLB) SIDE RHS

RETAINING WALL AV BRIDGE UP RAMP LHS PORTION

RETAINING WALL THAMUKKAM SIDE

RETAINING WALL SELLUR SIDE

COFFER DAM

PIER PROTECTION

PCC M20 in Foundation (Plain cement concrete 1:1.5:3 nominal mix in foundation with crushed stone aggregate 20 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.) Curtain wall complete as per drawing and Technical specification

COFFER DAM

Reinforced Cement Concrete M25 using 20mm ISS HBG jelly including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, curing concrete, cost of formwork, soft water, working on depths, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specification for PROTECTION WALLS.

PIER PROTECTION

Construction of Coffer dam earthern embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

COFFER DAM

Reinforced Cement concrete M30 using 20mm ISS HBG jelly including cost and conveyance of all materials to site and cost of cement at site including soft water, labour charges for mixing, transporting, laying, curing concrete, cost of formwork, soft water, working on depths, hire charges for tools and plants includding all other incidental charges etc., complete as per relevant standard specification for FOUNDATION OF RETAINING WALLS.

RETAINING WALL AT ANNA STATUE (A1-HLB)

RETAINING WALL B/W AV BRIDGE (A2)-PRO.FLYOVER (A1)-LHS

RETAINING WALL BETWEEN AV BRIDGE (A2 HLB) SIDE RHS

RETAINING WALL AV BRIDGE UP RAMP LHS PORTION

RETAINING WALL THAMUKKAM SIDE

RETAINING WALL SELLUR SIDE

Reinforced Cement concrete M30 using 20MM ISS graded HBG metal stone including cost and conveyance of all materials to site including cost of cement site including formwork and centering using soft water. Labour charges for mixing, transporting and placing in position, vibrating and compacting. finishing and curing, working at depth, hire charges for tools and plants including all other incidential charges for tools and palnts including all other incidental charges etc., complete as per standard specifications for STEM OF RETAINING WALLS .

RETAINING WALL AT ANNA STATUE (A1-HLB)

RETAINING WALL B/W AV BRIDGE (A2)-PRO.FLYOVER (A1)-LHS

RETAINING WALL BETWEEN AV BRIDGE (A2 HLB) SIDE RHS

RETAINING WALL AV BRIDGE UP RAMP LHS PORTION

RETAINING WALL THAMUKKAM SIDE

RETAINING WALL SELLUR SIDE

Providing and fixing PVC seepage pipes of 100mm dia of required lengths for abutments wings and Retaining walls including cost and conveyance of all materials to worksite and labour charges for fixing,etc,complete to drain the backfill as per standard specifications.

RETAINING WALL AT ANNA STATUE (A1-HLB)

RETAINING WALL B/W AV BRIDGE (A2)-PRO.FLYOVER (A1)-LHS

RETAINING WALL BETWEEN AV BRIDGE (A2 HLB) SIDE RHS

RETAINING WALL AV BRIDGE UP RAMP LHS PORTION

RETAINING WALL THAMUKKAM SIDE

RETAINING WALL SELLUR SIDE

Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2.

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

Construction of Sub Grade with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

Excavation including removal and satisfactory disposal of all materias 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 MORTH Specification for Box cutting

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

JUNCTION IMPROVEMENTS AT GORIPALAYAM

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base 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 of MORTH Vth Revision Specification No. 111, 112, 401, 900 - for Grading- III Material

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

Granular Sub-base with Graded Material (Table:- 400-1) - Plant Mix Method Construction of granular sub-base 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 of MORTH Vth Revision Specification No. 111, 112, 401, 900 - for Grading- V Material

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

PAVER BLOCK

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

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

PAVER BLOCK

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

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

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

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

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 - over bituminous surfaces

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

Manufacturing, Supplying and Fixing of Stainless Steel Hand rails for staircase using 50mm dia 304L Grade Stainless Steel pipe of 1.60mm thick at required locations to a height of 900mm from finished floor level welded to 38mm dia Stainless Steel pipe post of 1.00mm thick as vertical at900mm centre with 2 Nos. of 25mm dia intermediate horizontal stainless steel pipe of 1.60mm thick in between.The vertical pipe has to be welded to the 100 X 100 X 6mm MS base plate encased in the base concrete. The rate is inclusive of the charges for cutting, bending, welding, grinding, polishing, conveyance, electrical charges, etc. complete

JUNCTION IMPROVEMENTS AT GORIPALAYAM

FOOTPATH CUM DRAIN - SELLUR SIDE

FOOTPATH CUM DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH CUM DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH CUM DRAIN - PANAGAL ROAD NEAR GH

Dense Graded Bituminous Macadam (Table - 500-10) Providing and laying dense bituminous macadam with Hot Mix Plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade- 30) at percentage specified by Job Mix Formula by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment, rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per MORTH Vth Revision Specification clause No. 111, 112, 505, 503, 900 75 mm Grading I USING 9M PAVER

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

Bituminous Concrete (Table 500-17) Providing and laying bituminous concrete with hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder (Viscosity Grade 40) at percentage specified by Job Mix Formula of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher to the required grade, level and alignment,rolled as per clause 501.6 and 501.7 to achieve the desired compaction as per clause No. 507 of MORTH Specificationno.111,112, 507, 900 complete in all respects - Grading II USING 9M PAVER

MAIN ARM

SELLUR ARM

HIGH LEVEL BRIDGE

APPROACH ROAD AT MAIN ARM- ANNA STAUE SIDE

APPROACH ROAD AV BRIDGE (A2-HLB) SIDE

APPROACH ROAD AT MAIN ARM - THAMUKKAM SIDE

APPROACH ROAD AT SELLUR ARM

AT-GRADE IMPROVEMENTS - GORIPALAYAM TO SELLUR

AT-GRADE IMPROVEMENTS- GORIPALAYAM TO THAMUKKAM

AT-GRADE IMPROVEMENTS -THAMUKKAM TO OUTPOST

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

Construction of cement concrete kerb with top and bottom width 150 and 150mm respecively, 275 mm high in M 20 grade PCC on M 10 grade foundation 125 mm thick, foundation having 50 mm projection beyond kerb stone, kerb stone laid with kerb laying machine, foundation concrete laid manually, all complete as per clause 408.

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

Filling the Island with Soil material deposited at site from Road cutting and excavation for drain and foundation of other structures, spread, sloped and compacted as per clause 407

JUNCTION IMPROVEMENT AT ANNA STATUE

JUNCTION IMPROVEMENTS AT GORIPALAYAM

JUNCTION IMPROVEMENT AT BIBIKULAM ROAD

JUNCTION IMPROVEMENT AT GOKHALE ROAD

JUNCTION IMPROVEMENT AT THALLAKULAM

JUNCTION IMPROVEMENT AT YANAIKKAL JUNCTION

JUNCTION IMPROVEMENT AT THIRUMUKKULAM ROAD

AT-GRADE IMPROVEMENTS AT PANAGAL ROAD

PIER PROTECTION

Earth work excavation in Soft disintegrated rock not requiring blasting and hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, sheeting, shoring, bracing and their subsequent 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 earth with all leads etc., complete as per MORT & H specifications 900,301,305 for foundation Abutment, Wing Wall and Piers

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Cement Concrete of Grade M20 Nominal mix, using 40mm ISS HBG graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating, curing, concrete working at depth, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for Footing Under Abutment & Returns & Pier Below Sill Level.

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Cement Concrete of Grade M20 Nominal mix, using 40mm ISS HBG graded metal stone including form work and centering using soft water cost and conveyance of all materials to site including cost of cement at site form work and centering using soft water labour charges for mixing, transporting, laying, vibrating, curing, concrete working at depth, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for Sub structure of Abutments, Wings & Piers Above Sill Level.

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Reinforced Cement Concrete M30 (Design mix), using 20mm ISS graded HBG graded metal including cost of cement at site, 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., complete, as per standard specifications for BED BLOCK CUM DIRT WALL OVER ABUTMENTS & PIERS as per MORT & H specifications 1000,1500,1600,1700 & 2200

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

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

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Reinforced cement concrete of design mix M30 (Design mix) using 20mm ISS graded HBGS metal stone 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, transporting and placing in position, vibrating and compacting, finishing and curing, working at heights, hire charges for tools and plants including all other incidental charges etc., complete as per standard specifications for Deck Slab.

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Providing and fixing PVC EXPANSION JOINT in between Deck Slabs over abutment and pier as shown in the drawing including cost and conveyance of expansion joints including Shalimar pad and joint sealent etc., complete.

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Reinforced cement concrete of M30 (design mix) using 20mm ISS graded metal including cost and conveyance of all materials to site and using cement at site but excluding cost and fabrication of steel but including labour charges for mixing, laying, vibrating, curing concrete, hire charges for tools and plants including all other incidental charges etc., complete as per relevant specification for Approach Slab.

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Vibrated Reinforced Cement Concrete M-25, Grade, Design Mix, using ISS size hard granite broken graded metal including cost and conveyance of all materials to site including cement at site but excluding cost and fabrication of steel, including labour charges for mixing, transporting, laying, and curing concrete,working at heights,hire charges for tools and plants,including all other incidental charges,etc, complete for RCC HAND RAILS AND POSTS OVER DECK SLAB.

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Providing and fixing PVC Duct pipes of 100 mm dia for required lengths for providing inside the footpath for service utility purpose including cost and conveyance of all materials to worksite,cost and labour charges for fixing etc., complete to provide utility ducts - 1 No.

MINOR BRIDGE -WIDENING - NEAR MM LODGE @ SELLUR CH 0/482

Earthwork excavation in all classes of soils except soft rock not requiring, blasting and depositing on bank with all leads and lifts as per SS20B 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 excavation back filling, clearing up the site and disposal of all surplus materials, etc, complete as per MORTH specification No. 111, 112, 304 for Foundation

LOAD BEARING DRAIN

LOAD BEARING DRAIN

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Foundation of Abutments and Piers.

Box culvert @ meenakshi college CH :589

Box culvert @ Anna statue CH:0.090

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm ISShard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Box culvert.

Box culvert @ meenakshi college CH :589

Box culvert @ Anna statue CH:0.090

Vibrated Reinforced Cement Concrete M25 (Design Mix) using crushed ISS size HBG graded metal of including cost and conveyance of all materials to site but excluding cost and fabrication of steel but including cost and labour charges for formwork and centering, labour charges for formwork and centering, labour charges compacting, finishing and curing including all incidental charges etc., completed for BASE SLAB, STEM AND TOP SLAB FOR DRAIN

LOAD BEARING DRAIN

Hire charges for barricade of minimum 3mheight , around the site permisses of 94kg/mn using ISMC 100 as trasom &vertical and 3 mm tk MS sheets withbottom suppourt of ISMC 200 including nailing to the floor, cost of fabricationFitting and placing in position usinggranes,painting reflective stickers,provision for contionus lighting arrangement incentre In straight rows or as required atthe site without hinderance to the traffic(The barricade to the same location on till1completion of the work. All the barricadingmaterial shall be disposed and taken awayfrom the site by the contractor.Noadditional payment shall be made forextended period of contract)

BARRICADING

Earth Work Excavation including removal and satisfactory disposal of all materials 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 instructed by the Engineer for boxing as per MORTH specification as per SS20B

PAVER BLOCK

Providing and Laying of Stone Dust including Cost & Conveyance of the same from approved quarry including all labour charges for laying, Levelling including hire Charges for all Tools and plants involved in the work etc., complete as per the Drawings & Direction of the Departmental Engineer.

FOOTPATH Cum DRAIN - SELLUR SIDE

FOOTPATH Cum DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH Cum DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH Cum DRAIN - PANAGAL ROAD NEAR GH

PAVER BLOCK

Providing and laying of 83mm thick Hi.strength type of Hydraulic Pressed Paver block of minimum compressive strength 40 N sqm in uniform shape of approved make to be laid in herring Bone bond pattern with approved non skitting surface in top as directed by the engineer the rate is inclusive of providing transporting loading and unloading and laying as per MORTH specification etc., complete for paved blocked portion

PAVER BLOCK

Earth work Excavation in all classes of soils except hard rock not requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour, materials, tools, equipments and all incidental charges and sheeting, shoring, bracing and their subsequent removal, removal of all logs, stumps and other deleterious matter and obstructions, trimming of bottom of excavtion, backfilling, and clearing the site and disposal of all surplus materials etc. complete as per standard specification for Drain.

FOOTPATH Cum DRAIN - SELLUR SIDE

FOOTPATH Cum DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH Cum DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH Cum DRAIN - PANAGAL ROAD NEAR GH

Plain Cement Concrete of grade M10 (Nominal mix) using 40mm ISS hard broken granite metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for compacting, curing and all incidental charges etc., complete as per standard specification for Levelling course below Drain.

FOOTPATH Cum DRAIN - SELLUR SIDE

FOOTPATH Cum DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH Cum DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH Cum DRAIN - PANAGAL ROAD NEAR GH

Vibrated Reinforced cement concrete of grade M20 (Design mix) using 20mm and below ISS hard broken granite metal including cost and conveyance of all materials to site and cost of cement excluding cost and fabrication of steel but including cost of form work, labour charges for mixing, transporting, laying and curing concrete, working at heights, hire charges for tools and plants including all other incidental charges etc., complete for Drain.

FOOTPATH Cum DRAIN - SELLUR SIDE

FOOTPATH Cum DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH Cum DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH Cum DRAIN - PANAGAL ROAD NEAR GH

Providing and fixing 160mm dia PVC PIPES of required length for Side Wall including grating arrangements including cost and conveyance of all materials to worksite and labour charges for fixing etc., complete to drain the backfill as per standard specification. (At 5m interval)

FOOTPATH CUM DRAIN - SELLUR SIDE

FOOTPATH CUM DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH CUM DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH CUM DRAIN - PANAGAL ROAD NEAR GH

Supplying and fixing of Reinforced Cement Concrete Man hole cover 750 mm x 750 mm with frames as directed by the Departmental officers including labour charges for fixing at every intervals along the drain including all other incidental charges etc., complete

FOOTPATH CUM DRAIN - SELLUR SIDE

FOOTPATH CUM DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH CUM DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH CUM DRAIN - PANAGAL ROAD NEAR GH

Providing colour designed concrete paver slab of floor finish used with concrete block of M40 grade and size 1.00m X 0.875mX0.060m with steel reinforcement including the cost concrete concrete slab, loading, unloading,conveyance to site and cost of sand to fill inbetween the paver slabs etc.,complete complying with standard specification complete complying as directed by the departmental officers.

FOOTPATH CUM DRAIN - SELLUR SIDE

FOOTPATH CUM DRAIN - GORIPALAYAM TO THAMUKKAM

FOOTPATH CUM DRAIN - THAMUKKAM TO OUTPOST

FOOTPATH CUM DRAIN - PANAGAL ROAD NEAR GH

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

Basic cost of value put to tender as per estimate

Add GST at 18%

M RAJKUMAR