Reconstruction of road from UT Road to Uparkhuti under SOPD-G for the year 2025-26. BTR_SOPD_G_25_43

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

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 1.2-1.5 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 0.30 to 0.35 kg per sqm on the prepared non bituminous surfaces(cement concrete pavement)cleaned with Hydraulic broom as per Technical Specification Clause 503.

Semi-DenseBituminousConcrete:Providingandlayingsemidense bituminousconcretewith100-120TPHbatchtypeHMPproducingan averageoutput of 75 tonnes per hour using crushedaggregates of specifiedgrading,[email protected]%ofmix andfiller transportingthehotmixtoworksite, layingwithahydrostatic paver finisher with sensor control to the reqd. grade, lavel and alignment,rollingwithsmoothwheeled,vibratoryand tandemrollers to achievethedesiredcompactionasperMoSRT&Hcl.no.508.complete inall respect. includingcarriageofmixedmaterialsupto10.0Kminitial leadfrommixingplant )(Includingcostof testingofmaterialsatsiteand 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(ii) 60cm equilateral triange

iii) 600 mm circular

iv) 800mm x 600mm

v) 600mm x 450mm

vi) 900 mm side octagon

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

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m 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 three year.

Speed Breaker 4 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 levelandgradestobefollowedbysealcoatofeitherTypeAorTypeBorType 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

Providingandfixingofroadstud100x100mmdiecast inaluminium,resistant to corrosiveeffectofsaltandgrit, fittedwithlensereflectors, installedinconcreteor asphalticsurfacebydrillingholes30mmuptoadepthof600mmandbeddedin 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

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