Highways Department Tender

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, including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 502 & 900 of MORTH Vth Revision

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 including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision

Advance patch work 25mm thick using 13.20 mm IRC size HBG metal for making the pot holes and patching using VG-10 grade bitumen including mixing at the rate of 44 Kg / Cum of chips after trimming the pot holes or depression to proper shape and depth side painting with tack coat and compacting the layers as directed by Departmental officers etc., complete as per clause 111, 112, 501, 3004 & 900 of MORTH Vth Revision

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 including cost of material, labour charges, rentals for machinery, fuel and all other incidental charges etc., complete as per clause 111, 112, 501, 503 & 900 of MORTH Vth Revision

Providing, laying 70mm 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 20-30ton capacity, conveying the mix by tipper trucks to paver site, spreading the mix to uniform thickness of 70mm 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 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II (Table 500-7)

Providing, laying 70mm 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 per10sqm including cost and conveyance of all materials to CMP site, heating the bitumen, aggregate and mixing the min the required temperature in Central Hot Mix Plant 20 30 ton capacity, conveying the mix by tipper trucks to worksite, spreading the mix to uniform thickness of 70mm using paver to the specified grades and cross sections and compacted byVibratory / Pneumatic Roller to the requireddensity etc., including labour for attending topaver at site etc., includinghireandfuel charges for 20-30ton CMP with bitumenboiler, tipper trucks,Paver Finisher, Vibratory rollers and all other tools andplant required, including all other incidental charges etc., complete as per specification using CMP as per clause 111, 112, 501, 504 & 900 of MORTH Vth Revision- Grading II

Providing and laying Bituminous Concrete to 30 mm 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 clause No. 111, 112, 501, 507 & 900 of MORTH vth Revision - Grading II

Providing compaction for embankment /making up of low berms using the available box cut earth including all hire and fuel charges for power roller forcompaction,water sprinkler, including all labour charges for laying, spreading, watering etc.,complete and as directed by the departmental engineers.as per clause No. 111, 112, 301 to 305 & 900 of MORTH Vth Revision (Hire and Labour only)

Earth Work excavation in all classes of soil except hard rock not requiring blasting and deposting 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 of all logs,stumps and other deleteriuos 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 for Foundation of Retaining Wall as per clause 111, 112, 201, 202, 301 to 305 & 900 of MORTH Vth Revision

1. Construction of Retaining wall at Km 3/8, 4/6

Vibrated Cement Concrete of grade M15 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for foundation of Retaining wall as per clause as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

1. Construction of Retaining wall at Km 3/8, 4/6

Vibrated Cement Concrete of grade M20 Nominal Mix using 40mm ISS size HBG metal including cost and conveyance of all materials to site complying with required standards and specifications. including cost of formwork, mixing, laying and compacting using vibrator including hire and fuel charges for all Tools and Plants and incidental charges such as maintaining of protective bunds, coffer dams strutting etc., complete as per relevant standard specification for Stem of Retaining Wall as per clause 1000, 1500, 1700, 2100, 2200 & 2908 of MORTH Vth Revision

1. Construction of Retaining wall at Km 3/8, 4/6

Providing and fixing 110mm dia PVC Seepage Pipes of required length for abutments, wings and retaining walls including cost and conveyance of all materials to worksite, cost and labour for semi-spherical backfill arrangements with 100mm size broken granite stones at the periphery and labour charges for fixing etc., complete to drain the backfill in the stem of Retaining wall as per clause 2700 of MORTH Vth Revision

1. Construction of Retaining wall at Km 3/8, 4/6

Filling Behind the retaining wall with excavated earth including labour charges for filling in layers , watering , tamping under optimum moisture content to get the maximum density and all other incidental charges etc., complete as per clause 304 & 2907 of MORTH Vth Revision (Labour charges Only)

1. Construction of Retaining wall at Km 3/8, 4/6

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