TRY 97/2025-26 VEPPANTHATTAi (H) C AND M SUBDIVISION

Road Work

Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, removal of other deleterious matter and obstructions, trimming of bottom of excavation back filling, clearing up the site and disposal of all surplus materials etc., complete Box Cutting for Widening portion as per MoRTH Rev V standard specification 100,111,112,305

Main work Km 17/0-20/0

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 motor grader as Sub Base course on well prepared surface and compacting with vibratory soil compactor 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 401 of MORTH Rev-5 ( Grade V)

Main work Km 17/0-20/0

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 motor grader as Sub Base course on well prepared surface and compacting with vibratory soil compactor 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 401 of MORTH Rev-5 ( Grade III)

Main work Km 17/0-20/0

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 motor grader in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor 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

Main work Km 17/0-20/0

Providing and laying Prime Coat over WMM surface using 7 Kg of Emulsion Bitumen (SS1) per 10 sqm for preparatory to another bituminous construction over it, spraying with pressure distributor 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

Main work Km 17/0-20/0

Providing and laying Tack Coat over WMM surface (treated with primer) using 2.50 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as as per Clause 503 of MORTH Rev-5

Main work Km 17/0-20/0

Providing and laying Tack Coat over Existing BT surface using 2 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Main work Km 17/0-20/0

Providing and laying Tack Coat over Dry Lean Cement Concrete surface using 3.00 Kg of Bitumen Emulsion (RS1) per 10 sqm for preparatory to another bituminous construction over it spraying with pressure distributor including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as perClause 503 of MORTH Rev-5

Main work Km 17/0-20/0

BM (Grade-II ) 50 mm thick using VG 30 Providing, laying 50mm consolidated thick Bituminous Macadam using 0.20cum of 26.50- 13.20mm, 0.43cum of 13.20-2.36mm and 0.08cum of 2.36mm & below size IRC metal with 37 Kgs of VG30 Grade bitumen for premixing per 10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing them in required temperature using Central hot mix plant 20-30 ton 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

Main work Km 17/0-20/0

DBM (Grade-II) 50mm Thick Using VG30 Bitumen 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

Main work Km 17/0-20/0

BC 30/40mm Thick (Grade-II) Using VG30 Bitumen 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 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

Main work Km 17/0-20/0

BC 50mm Thick (Grade - I) Using VG30 Bitumen Providing and laying Bituminous Concrete to 50mm thick using 0.22 cum of 26.5-13.20mm, 0.24 cum of 13.20-2.36mm and 0.26cum of 2.36 & below IRC HBG metal with 62.40 kgs 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 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 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 clause 507 of MORTH.

Main work Km 17/0-20/0

EARTH WORK FOR MAKING UP OF LOW BERMS Earthwork excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with power roller, watering, including all hire and fuel charges for all tools and plants, removal of 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 standard specification. For Carted Earth of CBR not less than 8 with compaction for making up of low berms as per MoRTH Rev-5 specification ( 9Km lead)

Main work Km 17/0-20/0

COMPACTION ONLY FOR UTILIZING AVAILABLE BOX CUT EARTH Providing compaction for making up of low berms using the available 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 and as directed by the departmental engineer as per MoRTH Rev-5 specification

Main work Km 17/0-20/0

RECONSTRUCTION OF PIPE CULVERT

Dismantling Culverts/bridges and other structures Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.including cost of all labourand machinery and all incidental charges complying with MORTH Rev-5. specification. a)Dismantling Plain Cement Concrete MORTH 111 112 202

Pipe Culvert at Km 17/8

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead and lift 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 Pipe Culvert as per Cl.111, 112, 201, 304 and 900 of MORTH Rev-5.

Pipe Culvert at Km 17/8

Stone Dust Filling including cost and conveyance to site including labour charges for filling in layers, all machinery charges , watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete.as per relevant MORTH Vth Rev. specification for Foundation

Pipe Culvert at Km 17/8

Cement Concrete of grade M10 (Nominal mix) using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE for Pipe culvert as per MORTH Vth Rev., 100, 1000, 1500, 1700, 2100 & 900.

Pipe Culvert at Km 17/8

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Below Sill of wing wall as per MORTH Vth Rev., 100 1000, 1500, 1700, 2100,2200 & 900. for Foundation & Cardle portion.

Pipe Culvert at Km 17/8

Vibrated Cement Concrete of grade M20 (Nominal mix) using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement at site including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working in heights , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for Above Sill of wing wall / Parapet as per MORTH Vth Rev., 100 1000, 1500, 1700, 2100,2200 & 900.

Pipe Culvert at Km 17/8

Supply of NP3 Class RCC Pipe of 1000 mm dia 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 and as per standard specifications.as per MORTH Vth Rev.,

Pipe Culvert at Km 17/8

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

Pipe Culvert at Km 17/8

Stone Dust Filling including cost and conveyance to site including labour charges for filling in layers, all machinery charges , watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete.as per relevant MORTH Vth Rev. specification. above Pipes

Pipe Culvert at Km 17/8

RECONSTRUCTION OF BOX CULVERT

Dismantling Culverts/bridges and other structures Dismantling, salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc.including cost of all labourand machinery and all incidental charges complying with MORTH Rev-5. specification. a) Dismantling RR masonry in cement mortor MORTH 111 112 202

Reconstruction of Box Culvert at Km 18/2

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank with all lead 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 Box Culvert as per Cl.111, 112, 201, 304 and 900 of MORTH Rev-5.

Reconstruction of Box Culvert at Km 18/2

Cement Concrete of grade M15 (Nominal mix) using 40mm ISS size HBG graded metal using with M-Sand including cost and conveyance of all materials to site including cost of cement including cost of formwork, soft water, labor charges for mixing, transporting, laying and curing concrete , working at depths , tools and plants and maintaining of protective bunds, cofferdams, shoring, strutting etc., complete as per relevant standard specifications, for LEVELLING COURSE for Box culvert/ wing wall/Apron / below Approach slab as per MORTH Vth Rev., 100, 1000, 1500, 1700, 2100 & 900.

Reconstruction of Box Culvert at Km 18/2

Vibrated Reinforced Cement Concrete of grade M25 (Design mix) using 20mm and below ISS graded hard broken granite metal using with M-Sand, 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 depth, hire charges for tools and plants including all other incidental charges etc., complete as per relevant standard specifications as directed by the Engineer for BASE SLAB, STEM AND TOP SLAB OF Box culvert as per MORTH No. 100, 900, 1000, 1500, 1600, 1700, 2200, 2300

Reconstruction of Box Culvert at Km 18/2

Vibrated Reinforced Cement Concrete of grade M30 (Design mix) using 20mm and below ISS graded hard broken granite metal using with M-Sand, 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 as per relevant standard specifications as directed by the Engineer for approach slab as per MORTH No. 100, 900, 1000, 1500, 1600, 1700, 2200, 2300

Reconstruction of Box Culvert at Km 18/2

Supply and fabrication of Steel Fe500/Fe500D/Fe550/Fe550D Grade required for all RCC items of works involved in the schedule of drawings including cost of steel, cost of fabrication, labour charges for cleaning the bars straightening, cutting, bending, tying grills, hoisting and placing the reinforcement in position as specified in the drawings including cost of binding wire, provision of spacer bars, cover blocks and all other incidental charges etc., complete as per standard specification. - MORTH Vth Rev., 1000, 1600 & 900

Reconstruction of Box Culvert at Km 18/2

Vibrated Cement Concrete M 20 mix(Nominal mix)using 40mm ISS size hard broken granite metal using with M-Sand, including cost and conveyance of all materials from approved quarry to worksite including cost of cement including cost and labour charges for formwork and centering mixing the concrete, transporting, laying, vibrating, compacting, curing with all leads for soft potable water, working in all heights including hire, running and fuel charges for all tools and plants employed and in accordance with standard specification for Parapet / Wing wall / Apron as per MORTH Vth Rev., 1000, 1500, 1700, 2100, 2300

Reconstruction of Box Culvert at Km 18/2

Stone Dust Filling including cost and conveyance to site including labour charges for filling in layers, all machinery charges , watering tamping under optimum moisture content to get the maximum density all incidental charges etc., complete.as per relevant MORTH Vth Rev. specification

Reconstruction of Box Culvert at Km 18/2

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)

Reconstruction of Box Culvert at Km 18/2

Supplying and fixing 300mm wide PVC EXPANSION JOINT in the 20mm expansion gap provided in between decks and approach slab as shown in the drawing including cost and conveyance of expansion joints including shalimar pad and joint sealant etc., complete Cl. 2600 of MORTH Rev-5. specification.

Reconstruction of Box Culvert at Km 18/2

Supplying and fixing GI DRAINAGE SPOUTS 100mm dia as per GOI drawing SD/205 with grating arrangements at top as shown in the drawing and 100mm dia drainage spout projecting atleast 300mm beyond the bottom of deck slab as shown in the drawing, including cost and conveyance of Galvanised iron pipes and flats and fixing them in position, etc., complete as per cl 2705 of MoRTH specification. (V Revision)

Reconstruction of Box Culvert at Km 18/2

Supply of NP3 Class RCC Pipe of 1000 mm dia 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 and as per standard specifications.as per MORTH Vth Rev.,

Reconstruction of Box Culvert at Km 18/2

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

Reconstruction of Box Culvert at Km 18/2

Earthwork excavation in all classes of soils ( CBR not less than 8) except hard rock requiring blasting and depositing on bank with all leads and lifts as per SS20B including cost of all labour charges, materials, tools, equipments and all incidental charges, including compacting with vibratory soil compactor, watering, including all hire and fuel charges for all tools and plants, removal of 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 standard specification. For Diversion road as per MoRTH Rev V standard specification 100,111,112,305 ( Lead of 9 km )

Reconstruction of Box Culvert at Km 18/2

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 motor grader in Sub Base/ Base course on well prepared surface and compacting with vibratory soil compactor 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

Reconstruction of Box Culvert at Km 18/2

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