Reconstruction of NH 309 Vishwakarma paper mill Sitarampur to Jaitpur Dhanori motor road in Kashipur Constituency Distt U.S. Nagar under State Sector (Remaining Work)

Amount

Construction of embankment with approved material obtained from borrow pits (including cost of compansation for earth taken from private land) with a lift upto 1.5 m, transporting to site,spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5.

By Mix in Place Method Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with smooth wheel roller to achieve the desired density, complete as per Technical Specification Clause 401 For Grading I material

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub-base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density including lighting, barricading and maintenance of diversion, etc as per Tables 400.11 & 400.12 and Technical Specification Clause 406. By mechanical means with 1 km lead

Prime Coat Low Porocity Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.85 kg/sqm using mechanical means as per Technical Specification Clause 502(0.85Kg/sqm)

Providing and applying tack coat with bitumen emulsion (RS-1) using emulsion distributor at the rate of 0.275 kg per sqm on the prepared bituminous surface cleaned with hydraulic broom as per Technical Specification Clause 503.(0.275Kg/sqm) (For BM)

Tack coat using VG-10 grade bitumen @0.35 kg/sqm,over normal bituminous surfaces (For SDBC)

Bituminous Macadam (Grading II) Providing and laying bituminous macadam with hot mix plant using crushed aggregates of grading as per Table 500.4 premixed with bituminous binder, transported to site upto a lead of 1000 m laid over a previously prepared surface with paver finisher to the required grade, level and alignment and rolled to achieve the desired compaction as per Technical Specification Clause 504.(density 2.20) Bituminous Macadam (Grading II) using 3.40% VG-30 Bitumen (By weight of total mix) For Grading II 19 mm nominal size (Rates shall be based on bitumen content 3.30% of total mix by weight and density of finished B.M. as 2.20 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 32819.15 per MT and aggregate @ Rs. 1264.11 per cum inclusive of cartage)

Providing and laying Semi Dense Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.0% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control 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. 508 complete in all respects Grading II - 10mm using VG - 30 bitumen (Rates shall be based on bitumen content 4.5% of total mix by weight and density of finished SDBC as 2.31 ton/cum which shall be adjusted up/down as per job mix formula using rate of bitumen @ Rs. 32819.15 per MT and aggregate @ Rs. 1264.11 per cum inclusive of cartage)

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. up to 3.00 m depth

Providing and spreading RBM i.e., River Bed Material (treated as granular sub-base base/surface coursematerial) in uniform layers with motor grader on prepared surface with rotavator and compacting with smooth wheeled roller to achieve the desired density

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix 1:3:6

Brick masonry work in cement mortar in foundation complete excluding pointing and plastering as per drawing and technical specifications Clauses 600, 1202 & 1203 Brick masonry in 1:4 cement mortar

Providing concrete for plain concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 Nominal mix (1:2:4)

Pointing with cement mortar (1:3) on brickwork as per drawing and technical specification Clauses 613.3 and 1204

Providing and laying reinforced cement concrete in superstructure as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 (R.C.C grade M 20 For nominal mix 1:2:4)

Supplying, fitting, and placing TMT bar reinforcement in superstructure complete as perdrawing and technical specifications Clauses 1002, 1010 and 1202. (The reinforcement steel shall be procured from original (primary) steel producers as per clause no. 2011.3.1 of MORD specifications (First Revision'2014) and IS 1786:2008 clause no. 1.6)

Cement plum Concrete with 40% plum & 60% 1:3:6 cement concrete including supply of all material, labour, T&P etc. required for proper completion of the work. as per drawings and technical specifications Clause 802, 803, 1202 & 1203 of MORD Specifiction

Providing and laying of hot applied thermoplastic compound 2.5 mm thick including reflectorising glass beads @ 250 gms per sqm area, thickness of 2.5 mm is exclusive of surface applied glass beads as per IRC:35 .The finished surface to be level, uniform and free from streaks and holes.

Road Delineators / Vertical Guide Posts: Supply and fixing of MS delineators 1000 mm long , having a diameter of 75 mm and thickness 4mm and having atleast 3 different colour strips of 75 mm wide Type IV retroreflective tape around the black painted pole attached with 150 mm x 25 mm x 6 mm MS flats welded at bottom to be fixed in M15 concrete base as directed by the Engineer in Charge as per IRC: 79 (Recommended Practice for Road Delineators) and Clause no. 806 of MORTH specifications.

Road Studs / Cat eye: Providing and fixing bio directional road studs (Cat eye) /reflective pavement marker (RPM) with single body twin shank and palstic body moulded from ASA (Acrylic styrene Acryloretrite) or HIP (High impact polystyrene) or ABS or any other suitable material approved by Engineer-in-charge (marker must support a load of 13635 Kg tested in accordance with ASTM D4280 and reflective lenses confirming to ASTM D 788 or equivalent) bounded or anchored with in the road surface for lane marking and delination for night time visibility as per clause no 1707 of MORD and 804 of MORTH specification.

TUSHAR BUILDER AND ENGINEERS