TRY 100 LALGUDI SUBDIVISION

Road Work

Picking the existing BT surface upto 5 cm to 10 cm depth as directed by the departmental officers and levelling the surface including all labour charges for pickig and all other tools and plants employed for the work and including all other incidental charges etc., complete

Main 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

GRANULAR SUB BASE Grade -V 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

GRANULAR SUB BASE Grade -III 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

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

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

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

DBM (Grade-II) 50mm Thick Using VG30 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

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

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

RECONSTRUCTION OF PIPE CULVERTS

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

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

Earth work excavation in all classes of soils except hard rock requiring blasting and depositing on bank 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.

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

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 culvert/ Body wall/ as per MORTH Vth Rev., 100, 1000, 1500, 1700, 2100 & 900.

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

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 / Body wall as per MORTH Vth Rev., 1000, 1500, 1700, 2100, 2300

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

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.,

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

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.,

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

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

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

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 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)

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

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 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)

Culvert at Km 2/10 (i)

Culvert at Km 2/10 (ii)

Culvert at Km 3/2

Culvert at Km 3/8

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