SOPD_SIG_19_20_87

Amount

Clearing and Grubbing Road Land : Clearing and grubbing road land including uprooting rank vegetation, grass, bushes, shrubs, saplings and trees of girth up to 300 mm, removal of stumps of trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness. II) By Mechanical Means A) In area of Light Jungle

Embankment Construction with Material Obtained from Borrow Pits : Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 (Including compensation of earth.)(Including cost of testing of materials at site and laboratory as directed by the deptt.) a) From Private Land

Construction of sub grade & earthen shoulders : Construction of Sub grade & Earthen Shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 (Including compensation of earth.)(Including cost of testing of materials at site and laboratory as directed by the deptt.) a)From Private Land

Granular Sub-base with coarse graded materials (Table : 400-2) : Construction of Granular Sub-base by providing coarse Graded Material, spreading in uniform LAYER1s with motor grader on prepared surface, mixing by mix in place method with rotovator at OMC and compacted with vibratory roller to achieve the desired density complete as per cl.401( with an Initial lead of 5.0Km) I)For Grading II Material

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (with an initial lead of 5.0 Km) 1) Grading – II By manual Means

Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8 -10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding materials to fill up the interstices of coarse aggregate, watering and compacting to the required density (with an initial lead of 5.0 Km) 2) Grading – III B) By manual means.

Prime Coat Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of specified quantity using mechanical means. B. Primer @ 1.00kg per sqm iI) with Butimen Emulsion - CSS-1 (IS 8887-2004)

Tack Coat Providing and applying tack coat with bitumen emulsion using emulsion presure distributor at the rate 0.20 kg/sqm on the prepared bituminous / granular surface cleaned with mechanical broom. iii) With Butimen Emulsion CRS-1 c) Granular surfaces treated with primer

Bituminous Concrete : Providing laying Bituminous Concrete with 100-120 TPH batch type HMP producing an average output of 75 tones per hour using crushed aggregates of specified grading premixed with bituminous binder @ 5.4 to 5.6 % by weight of total 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 MoSRT&H cl. no. 409, complete in all respects (Including carriage up to initial lead of 5.0km from quarry and carriage of mixed materials up to 10.0km initial lead from mixing plant) (including cost of testing of materials at site and laboratory as directed by the deptt) B) With rock dust as filler a) With 60/70 or VG Grade paved Bitumen II) For Grading II (13 mm nominal size)

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc ii) Ordinary Kilometer Stone

Kilometer stone : Reinforced cement concrete M-15 grade kilometer stone of standard design as per IRC-8-1980, fixing in position including painting and printing etc iii) Hectometer stone (Precast)

Supplying,fitting and fixing RCC guard post 150cm long,75cm above the ground and 75cm below the ground, with M-15 grade nominal mix 1:2:4 with broken stone aggregateup to 20mm size) of cement concrete and required reinforcement tied in position with annealed black wire including centering,moulding the top.curing,painteing concrete surfaces in 23 cm strips upto 0.75 m from top having 2 nos reflective band of desired shade etc complete as per design and as directed. b) 15 cm dia RCC guard post

Turfing with Sods( Furnising and laying of the live sods of perennial turf forming grass on embankment slope, verges or other locations shown on the drawing or as directed by the engineer including preparation of ground, fetching of rods and watering)

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 and conforming to the MoSrt&H specifications

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manufacturers with three months replacement warranty and free maintenance.

Direction and Place Identification sign more than 0.9 sqm size board : Providing and erecting direction and place identification Retro-Reflectorised sign as per IRC:67 made of high intensity encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminum sheeting, 2mm thick with area not exceeding 0.9 sqm fixed on an angle iron of 25X25X4mm supported by a mild steel angle iron post 75mmX75mmX6mm firmly fixed to the ground by means of properly designed foundation with M-15 grade Cement concrete 45cmX45cmX60cm, 60 cm below ground level as per approved drawing and sign.(All steel work must be Tata/SAIL or any other approved brand)

Providing & fixing retro – refectoriesed cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and sign ii) 60 cm equilateral triangle

Providing & fixing retro – refectoriesed cautionary, mandatory and informatory sign as per IRC : 67 made encapsulated lens type reflective sheeting vide Clause 1701.2.3 fixed over aluminum sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm 6 mm firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and sign ii) 80 cm x 60 cm rectangular

Planting of trees and their Maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering, fixing the tree guatrd and maintaining the plants for one year.

Earthwork in Excavation of foundation of structures as per drawing and technical specification including setting out, construction of shoring and bracing, removal of stumps and other deleterious material, dressing of sides and bottom and back filling with approved material I.Ordinary soil A Manual means a) without dewatering (i)Upto 3m depth

Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications including steel shutering form work. A) PCC Grade M15

Plain/reinforced cement concrete in open foundations complete as per drawings and technical specifications including steel shutering form work. B) PCC Grade M20

Plain/reinforced cement concrete in substructure complete as per drawings and technical specifications including steel shutering form work. A) PCC Grade M20

Furnishing and placing reinforced/prestressed cement concrete in super structure as per drawing and technical specification including steel shuttering formwork. B RCC grade M25 Case 1 using Concrete mixture (i) for solid slab and super structure (p) height upto 5m

Supplying, fitting and placing TMT bar reinforcement in Super-structuren including Splicing complete as per drawing and technical specifications b) With TATA make TMT rebar

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specifications

Providing and laying Pitching on slopes laid over prepared media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications clause I) Stone/Boulder.'

Providing weep Holes in Brick masonary/ Plain/ reinforced concrete abutment, wing wall/return wallwith 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V : 20H towards drawing face complete as per drawing and technical specification.

Boulder laid dry without wire crates.Providing and laying of boulder apron on river bed for protection against scour with stone boulders weighing not less than 40kg each complete as per drawing and Technical Specification.

Providing and laying Filter Material underneath pitching in slopes complete as per drawing and technical specificatios Clause 1302.

Brick masonry work in cement morter i1:3 in sub-structure complete excluding pointing and plastering as per drawings and technical specification

Plastering with cement mortar (1:3) on brickwork in substructure as per technical specification

Painting Two Coats o New Concrete Surfaces Painting two coats after filling the surface with synthetic enamel paint in all shades on new concrete surfaces as per drawing and Technical Specification Clause 1701

Supply of R.C.C. Hume Pipe of class NP4 1000 mm dia

Labour for Laying Reinforced Cement Concrete Pipe NP4/NP3/Prestressed concrete pipe for culverts on first class bedding of grenular materials/CC M15 in Single Row including fixing coller with cement morter 1:2 and cost of granular bedding but excluding excavation, protection works, backfilling, concrete and masonery work in head wall and parapet, cost of pipe and cost of CC bedding I) With 1st class bedding of granular material (A) 1000m dia

Guard Post : (A) RCC guard post : Supplying, fitting and fixing of RCC guard post of size 15 cm dia , 150 cm long , 75 cm below ground and 75 cm above ground , with 4-12 mm tor steel as main reinforcement and 6 mm MS stirrup @ 30 cm c/c tied with position with annealed black wire, cement concrete proportion 1:2:4 with broken stone aggregate upto 20mm size including centering moulding at top , curing painting black and white alternately in 23 cm strips upto 0.75m from the top having reflective band 2 nos of desired shade etc as per design and direction complete. ii) 30 cm dia with 6 -12 mm Tor bar

ANIL DAS