SOPD_G_19_20_31

Amount

Clearing & Grubbing of Road land including uprootinn wild vegetation , grass, bushes, shrubs, saplings and trees of girth upto three hundred mm , removal of slumps of such trees cut earlier and disposal of unserviceble material and stacking of serviceble material to be used or auctioned , upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per technical specification clause 201. A) In area of non thorny jungle. By manual means

Construction of embankment with aproved materials obtained from borrow pits, Construction of embankment with approved materials obtained from borrow pits with all lifts & leads .transporting to site, spreading grading to required slope and compacting to meet required of Tables 300.2 (including compansation of earth) (a) Private land.

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 (including compansation of earth) (a) Private land.

Construction of granular sub-base by prevelling 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 vibrator roller to achive the desired density, conplete as per Technical Specification Clause.404 (with initial lead of 5.00km) (ii) For Grading Material (Gr-II) GSB

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-II (A) By manual Means (c. using screening type-B) 11.2mm aggregate

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with vibrator 80-100KN static roller in stages to proper grade and camber applying and brooming, requisite type of screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density Grading-III (B) By manual Means (screening type-B) 11.2mm aggr

Prime Coat :- 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 0.70-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502 (i) Low porosity

Tack Coat:- (I) Providing and applying tack coat with bitumen emultion (RS-1) using emultion pressure distributor at the rate of 0.20 to 0.25 Kg/sqm on the prepared bituminous surface, cleaned with Hydraulic broom as per Technical Specification Clause 503 (RS-1)

Semi - Dense Bituminous Concrete (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 @ 4.5 to 5% of mix and filler transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.508. complete in all respect. With rock dust as filler ( refer table 500-9 of MoSRT&H specification) & anti stripping agent as per IS:14982( Refer Appendix-5 of MoSRT&H specification) (I)'with 60/70 or VG-30 grade bitumen for GradingII(10 mm nominal size)

HPC Single Row: Earth work in excavation for structure as per drawing and technical specification clause 305.1 including setting out ,construction of shoring and bracing , removal of slumps and other deleterious material and disposal upto a lead of 5o m dressing of sides. Upto 3.00 m depth

( Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compected by vibration including curing for 14 days. PCC 1: 3: 6 in foundation

Laying (1st Class) bedding on well compected sand ,moorum or approved granular material as per clause 1105(ii) Granular Material

Providing and Laying Reinforced cement concrete pipe NP-3 for culvert on 1st class beding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation,protechtion work ,backfilling concrete and masonry works as per design in single Row. 1000 mm dia

Brick masonry works in cement morter in substructure complete excepting p0inting and plastering asper drawing and technical specification clause 602,603,604 1202 and 1214. 1: 4 Cement morter

Plastering with cement mortar (1:4) , 15 mm thick on brick work in substructure as per technical specification clauses 613.4 & 1204.

Pr0viding and laying boulder apron for bed protection with stone boulder of minimum size and weight of as per table 1300.1, nofragment weighing less than 25 kg laid dry complete as per drawing and technical specification clause 1301.

Proving and laying pitching on slopes laid over prepared filter media as per drawing and technical specification clauses 1302.

Providing and laying filter material underneath pitching in slopes complete as per drawing asd technical specifications clause 1302.

Construction of R C C side Drain 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. Ordinary Soil

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203. PCC Grade-M10 (1;3:6)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204. With Cruched Stone . RCC Grade M-25

Painting lines, dashes, arrows, etc. on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/concrete surface, including cleaning the surface of all dirt, dust and other foreign matter, demarcation at site and traffic control as per drawing and Technical Specification Clause 1702

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 900mm equilateral triangle

Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 600mm equilateral triangle

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 Ordinary Kilometer Stone (Precast)

Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 200 m stone (precast)

M/S N.N. CONSTRUCTION