Highways Department Tender

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) as per MORTH Rev. V Clause No. 111, 112, 406 & 900.

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) - over WMM as per MORTH Rev. V Clause No. 111, 112, 900 & 502.

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 - over granular surfaces treated with primer as per MORTH Rev. V Clause No. 111, 112, 503 & 900.

Bituminous Macadam (Providing and laying 50mm bituminous macadam with hot mix plant using crushed aggregates of specified grading premixed with bituminous binder (Viscosity Grade 30), transported to site, laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled as per clauses 501.6 and 501.7 to achieve the desired compaction, complete as per clause 504) - as per MORTH Rev. V Clause No. 111, 112, 501, 504 & 900 - Grading II.

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-30) 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, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respects) - Grading II as per MORTH Rev. V Clause No. 111, 112, 507 & 900.

Providing and laying of carted earth including cost and conveyance of the same to work site with an average lead of 5km including stacking the same to the departmental gauge for premeasurement including all labour charges for laying spreading etc., complete as directed by the departmental engineers for making up for low berms including compaction by power roller morth rev.v clause No.111,112,202,301-305 & 900

Providing and Laying hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @250gms per sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC: 35. The finished surface to be level, uniform and free from streaks and holes etc., complete as per MORT&H specification No.803

Road Markers/Road Stud with Lens Reflector Providing and fixing reflective road studs of 'category A'Raised pavement markers made out of poly carbonate / menthl menthecrylate /ABS moulded body confirming to ASTM D4280.The refelective raised pavement markers shall also confirm to the MORTH circular No RW / NH . 33023/10/97-DO.III dt.11.06.97.The height.width and length shall not be less than 15mm,90 mm and 100mm and with minimum refective area of 13 sq.cm on each side and the slope to thte base shall be 35+/-5 degrree.Each reflector shall have a CIL not less than values specified in table 2 of said MORTH circular shanks.(of diameter not less than 19+/-2mm and height not less than 30+/-2mm)from the body is to be a minimum value of 500Kgf.Fixing will be by drilling holes on the road for the shakes to go inside,without nails and using epoxy resin based adhesive as per manufacturer's recommendation and complete as directed by the Engineer.The marker shall support a load of 13635Kg tested in accordance with ASTM d4280 and confirming to IRC 35-2015 guidelines and MORT&H specification 804 etc.,complete

Dismantling Culverts, bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORTH Rev. V Clause No. 111, 112 & 202. a) Dismantling RR Masonry

Dismantling Culverts, bridges and other structures Dismantling salvaging and removal and disposing of resulting materials and back filling the resulting trenches and pits etc., as per MORTH Rev. V Clause No. 111, 112 & 202. a) Dismantling Cut stone slab

Earthwork excavationin all classes of soils except soft rock not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheting, shoring, bracing, and their subsequent removal, 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 materials etc., complete as per relevant standard specifation FOR FOUNDATION OF BODYWALL

Plain cement concrete M20 Grade (Nominal Mix 1:1.5:3) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete for leveling cource for FOUNDATION OF BODY WALL as per Morth Specification 1000, 1500, 1700 & 2100.

Vibrated cement concrete M20 Grade (Nominal Mix 1:1.5:3) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete for leveling cource for FOOTINGS OF BODY WALL as per Morth Specification 1000, 1500, 1700 & 2100.

Supply and Fixing of of NP3 class RCC 1000 mm dia. pipes supplied by the Contractor at his own cost specified below confirming to IS 458 / 2000 cost of pipe as a finished work including all other incidental charges, testing charges including loading and unloading transport and delivery in good condition at work site as directed by the departmental officers etc., complete

Stone dust Filling behind the Abutments and Wings with clean good gritty gravel including cost and conveyance to site including labour charges for filling in layers, watering tamping under optimum moisture content to get the maximum density including watering, with all leads for Filling, Laying & Tamping charges etc., complete for over pipe portion.

Earthwork excavationin all classes of soils except soft rock not requiring blasting and depositing on bank, with all leads and lifts as per SS 20B, including cost of all labour, equipments and all other incidental charges such as bailing out water, providing and maintaining necessary cofferdams sheting, shoring, bracing, and their subsequent removal, 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 materials etc., complete as per relevant standard specifation FOR FOUNDATION OF RETAINING WALL

Plain cement concrete M20 Grade (Nominal Mix 1:1.5:3) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete for leveling cource for FOUNDATION OF RETAINING WALL as per Morth Specification 1000, 1500, 1700 & 2100.

Vibrated cement concrete M20 Grade (Nominal Mix 1:1.5:3) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete for leveling cource for STEM OF RETAINING WALL BELOW SILL LEVEL as per Morth Specification 1000, 1500, 1700 & 2100.

Vibrated cement concrete M20 Grade (Nominal Mix 1:1.5:3) using 40 mm ISS HBG metal including cost and conveyance of all materials to site, including cost and labour charges for form work and centering, labour charges for laying, compacting, curing, and all incidental charges etc., complete for leveling cource for STEM OF RETAINING WALL ABOVE SILL LEVEL as per Morth Specification 1000, 1500, 1700 & 2100.

Providing and Fixing PVC Seepage pipes of 110mm 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 as per MORTH Rev. V Clause No. 2705.

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