Reconstruction of road from Tebitola to Narayanpur Sariali under SOPD-G for the year 2025-26. BTR_SOPD_G_25_41

Clearing & grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical specification Clause 201 (i) By Manual means (A) Inarea of non thorny jungle

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 II materials

WBM Grading ii: Using Stone screening Type b 11.2 mm for grd 2 ::Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. A By Manual Means

Providing, laying, spreading and compacting stone aggregates of specificsizes to water bound macadam specification including spreading in uniform thickness, handpacking, rolling with three wheel 80-100kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate,watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. A By Manual Means

Maintenance of WBM road -Maintenance of wbm road including filling up of pot holes, ruts and rectifying corrugated surface, damaged edges and ravelling as per technical specifications clause 1906

Prime Coat: High Porosity :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 .7-1.0 kg/sqm using mechanical means as per Technical Specification Clause 502

Tack Coat: Providing and applying tack coat with Bitumen emulsion(RS-1) using emulsion pressure distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bituminous cleaned with Hydraulic broom as per Technical Specification Clause 503.

Semi-Dense Bituminous Concrete:Providing and laying semi dense bituminous concrete with 100-120 TP Hb at ch 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. including carriage of mixed materials upto10.0 Km initial lead from mixing plant )(Including cost of testing of materials at siteand laboratory as directed by the deptt.)

providing and fixing of rectro- reflectorised cautionery mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supproted on mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 gade cement concrete 450mm x 450mm x 6mm, 600mm below the ground level as per drawing and Technical specification clause 801(v) 600 x 450 mm rectangular

ii) 600 mm equilateral triangle

iii) 600mm circular

Providing and fixing of typical PMGSY informatory sign board with Logo as per MORD specifications and drawing.Three MS Plates of 1.6mm thick, top and middleplatedulyweldedwithMSflat iron25mmx5msizeonbackonedges. The lower platewill be welded with MS angle iron frame of 25mmx25mmx 5mm.The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2nos.75mmx75mm of 12SWG sheet tube sposts duly embedded in cement concrete M-15 grade blocks of 450mmx450mmx600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mmx47mmof 12 SWG steel plate tube. All M.S. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality inrequired shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as p er drawing Clause1701 and Annexure 1700.1

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : 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

Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface : 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

Speed Breaker 10 Nos : WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreadingandcompactingstoneaggregatesof specificsizes towaterboundmacadamspecificationincludingspreadinginuniformthickness, handpacking, rollingwithsmooth wheel roller 80-100kNinstages toproper grade and camber, applying and brooming, stone screening to fill-up the intersticesofcoarseaggregate,wateringandcompactingtotherequireddensity Grading 3 as per Technical Specification Clause 405. A By Manual Means

PRIME COAT : Medium Viscosity Providing and applying prime rcoat with Bitumen emulsion(SS-1) on prepared surface of granular base including cleaning of roadsurfaceandsprayingprimer at the rate of 0.90- 1.2 kg/sqm using mechanical means as per Technical Specification Clause 502.

Tack Coat ; ProvidingandapplyingtackcoatwithBitumenemulsion(RS-1) using emulsion distributor at the rate of 0.25 to 0.30 kg per sqm on the prepared dry and hungry bit i f l d ithHd li b T h i lS ifi ti bituminou ssurface cleaned with Hydraulic broom as per Technical Specification Clause 503.

20mmthick Open-Graded Premix Carpet using Bituminous (penetration grade/modified bitumen) Binder Providing, layingandrollingofopen-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6mm aggregateseither using penetration grade bitumenoremulsiontorequiredline,gradeandlevel to serve as wearing course onapreviouslypreparedbase, includingmixing in a suitable plant, laying and rolling with a threewheel 80-100kNstatic roller capacity, finished torequired level and grades to be followed by seal coat of eitherTypeA or TypeB or Type C as per Technical Specification Clause 508. Bitumen (S-90)

Providing and laying seal coat sealing the voids in a bituminous surface laid to the specified levels,gradeand cross fallusing TypeA,Type Band Type Cas per Technical Specification Clause 510 (Bitumen S-90)

Painting lines, dashes, arrows, etc. on roads in twocoats onnewworkwith sqm 85.60 g , , , readymixed roadmarkingpaint conforming to IS:164onbituminous/concrete surface, includingcleaningthesurfaceofalldirt,dustandother foreignmatter, demarcationatsiteandtrafficcontrolasperdrawingandTechnicalSpecification Clause 1702

Providing and fixing of road stud 100x100 mm die cast in aluminium,resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphalt ic surface by drilling holes 30mm upto a depth of 600 mm and bedded in a suitable bituminous grout or epoxy mortar, all as per BS:873 (Part 4) 1973.

providing and fixing of rectro- reflectorised cautionery mandatory and informatory sign as per IRC 67 made of encapsulated lens type reflecting sheeting vide clause 1701.2.3 fixed over aluminium sheeting 1.5 mm thick supproted on mild steel iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation with M-15 gade cement concrete 450mm x 450mm x 6mm, 600mm below the ground level as per drawing and Technical specification clause 801(ii) 60cm equilateral triange

iii) 60 cm circular

Toe wall: Excavation for structures ( Earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deterious matter, dressing of sides and bottom and backfilling with approved material. i) in ordinary soil a) Manual means b) upto a deapth 3.00m

Removal of unserviceable soil with disposal upto 1000 meters (including excavation, loading and disposal upto 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per clause 305

Dry Rubble flooring : Construction of dry rubble flooring at cross drainage works relatively less important works

PCC: Plain / RCC, in open foundation complete as per drawing and technical specification including steel shuttering formwork: A) PCC Grade M15

Stone Masonary: (Stone masonary in cement mortar 1:3 for sub-structure complete as per drawing and technical specification a) Coursed rubble masonary(first short)

Plastering with cememt mortar 1:3 on brick work in sub-structure as per technical specifications

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification : Sandy material

Single bamboo palasiding /wall ing of whole 2nd class bamboo (Jati or Bethua)75mm dia and closely packed & driven including fitting fixing with half bamboo kamish orizontally in three rows with cane or tying with wire complete and struts 1.5 m apart longitudinally and providing brush wood as per drawing and technical specifications Clause 1302.5 Driven at least 900 mm below ground and 1200 mm above ground

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