Construction of ICBP road from Kumbhijhar Munchi House to Jaypur Jagajatri Mandir Road under SOPD-G for the year 2025-26. BTR_SOPD_G_25_35

Road Works: Clearing and grubbing road land including uprooting wild vegetation, grass, bushes,shrubs,saplingsandtreesofgirthupto300mm, removal of stumps of such trees cut earlier and disposal of unserviceablematerials and stacking of serviceable material to be used or auctioned, up to a lead of 1000 m including removal and disposal of toporganic soil not exceeding 150mm in thicknes sas per Technical Specification Clause 201. (i) By Manual Means (a) In area of non thorny jungle

Removing all types of Hume pipes and stacking within a lead of 1000m including Earthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (a) Upto 600 mm dia Hume pipe

b) Above 600 mm to 900 mm dia Hume pipe

Dismantling of existing structures like culverts bridges retaining walls and other Dismantling of existing structures like culverts,bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I By Manual Means (b) Cement Concrete

Dismantling of existing structures like culverts bridges retaining walls and other Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, woodwork, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 1000 m as per Technical Specification Clause 202. I By Manual Means c) RCC

Construction of Embankment with materials obtained from borrow pits, with a lift up to 1.5 m. transporting to site, speeding, grading to required slope and compacting to meet requirement of table 300.1 and 300.2 with a lead upto 1000 m. as per technical specification clause 301.5. (a) from private land

Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.2 with lead upto 1000 m. as per technical specification clause 303.1 (a) from private land

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. (ii) For Grading II Material

WBM Grading 3 Using stone screening Type-B 11.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and brooming, stone screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means

Inter locking concrete Block pavement I)a Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage)

Traffic Signs 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 v) 600 mm x 450mm rectangular

ii) 600 mm equlateral

iii) 600 mm 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 middle plate duly welded with MSflat iron25mm x 5m size onbackonedges. The lower platewill beweldedwithMSangle iron frameof 25mmx25mmx 5mm.Theangleironframeof thelowermostplateandflat ironframeofmiddle platewillbeweldedto2nos.75mmx75mmof12SWGsheet tubespostsduly embeddedincementconcreteM-15gradeblocksof450mmx450mmx600mm, 600mmbelowgroundlevel. Thetopmostdiamondplatewillbeweldedtomiddle plateby47mmx47mmof 12SWGsteel plate tube. AllM.S. will bestove enameled on both sides. Lettering and printing arrows, border etc. will be paintedwithreadymixedsyntheticenamel paint of superiorquality inrequired shadeandcolour. Allsectionsof framedpostsandsteel tubewillbepaintedwith primerandtwocoatsofepoxypaintasperdrawingClause1701andAnnexure 1700.1

1000mm SHPC: 5 nos Earth work in excavation of foundation for structure as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious material and disposal upto a lead of 50m. dressing of sides and bottom and backfilling in trenches with excavated suitable material. 1. Ordinary soil (i) Upto 3 m depth

Bedding for Pipe Laying 1st class bedding 0n well compacted sand, morrum as per clause 115ii) granular bedding

PCC 1:3:6 in Foundation Plain reinforced concrete M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawing & Technical Specification Clause 1109.

Providing and Laying RCC NP3 in Single Row Providing and laying reinforcement cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement morter 1:2 but excluding excavation, protection works, backfilling, coccrete and masonary works in head walls and parapets Clause 1106. (B) 1000 mm dia

Brick Masonary work Brick masonary work in cement morter in foundation of Wall excluding pointing and plastering as per drawing and technical specifications clause 1109.

Plstering Plastering with cement mortar ( 1:6 ) 15mm thick on brick work in substructure as per technical specification Rate.

Slab culvert: 4m span & 6m width 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 uptoa lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsand technical specificationsClause802, 803, 1202 & 1203: with crushed stone: Pcc grade M10: nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsand technical specificationsClause802, 803, 1202 & 1203: with crushed stone: Pcc grade M20: nominal mix 1:2:4

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providingandlayingreinforcedcementconcreteinsuperstructureasperdrawing and technical specifications Clauses 800, 1205.4 and 1205.5: with crushed stone :R.C.C grade M 20 i For nominal mix 1:2:4 a) Height upto 5 M

Plain/reinforcedcementconcreteinsubstructurecompleteasperdrawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204: crushed stone : RCC Grade M 25 i) For height upto 5 m

Supplying, fitting and placing TMT (Fe-415D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

ProvidingandlayingcementconcretewearingcourseM30gradeincluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3: with natural gravel

Drainage spouts complete as per drawing and technical specifications Clause 1209

filler joint Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.

Slab culvert: 1 x 2 m span & 6m width: 2 nos 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 uptoa lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth

Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsand technical specificationsClause802, 803, 1202 & 1203: with crushed stone: Pcc grade M10: nominal mix 1:3:6

Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsand technical specificationsClause802, 803, 1202 & 1203: with crushed stone: Pcc grade M20: nominal mix 1:2:4

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

Providingandlayingreinforcedcementconcreteinsuperstructureasperdrawing and technical specifications Clauses 800, 1205.4 and 1205.5: with crushed stone :R.C.C grade M 20 i For nominal mix 1:2:4 a) Height upto 5 M

Plain/reinforcedcementconcreteinsubstructurecompleteasperdrawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204: crushed stone : RCC Grade M 25 i) For height upto 5 m

Supplying, fitting and placing TMT (Fe-415D) reinforcement bar in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

ProvidingandlayingcementconcretewearingcourseM30gradeincluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3: with natural gravel

Drainage spouts complete as per drawing and technical specifications Clause 1209

filler joint Providing and fillling joint sealing compound as per drawings and technical specifications with coarse sand and 6 per cent bitumen by weight.

RCC boc cell bridge 3 cell(4x4): 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 uptoa lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. v) Marshy Soil

Fillling in foundation trenches as per drawing and technical specificationClause 305.3.9 I Sand filling

Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsand technical specificationsClause802, 803, 1202 & 1203: With natural Gravel:P.C.C Grade M20 Nominal mix (1:2:4)

Providing concrete for plain/reinforced concrete in open foundations completeasperdrawingsand technical specificationsClause802, 803, 1202 & 1203: With natural Gravel: RCC Grade M20 Nominal mix (1:2:4)

Supplying, fittingandplacingTMT(Fe-500D)reinforcementbar (OtherISI approvedTMTreinforcementbar(SAI/BISCON/THERMAXorequivalent)) in foundationcompleteasperdrawingsandtechnicalspecificationsClauses 1000 and 1202

Plain/reinforcedcementconcreteinsubstructurecompleteasperdrawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 :With Natural Gravel::RCC Grade M 25 i) For height upto 5 m

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 : i) granular material

ProvidingandlayingcementconcretewearingcourseM30gradeincluding reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed ston

ConstructionofR.C.C. railingofM25grade incast-in-situwith20mm nominalsizeaggregate, truetolineandgrade, toleranceofvertical railing post not toexceed1 in500, centre-to-centre spacingbetweenvertical postsnot toexceed2000mmasperdrawingandtechnicalspecifications Clauses 800, 900 and 1208.3

Drainage spouts complete as per drawing and technical specifications Clause 1209

Providingandlayingcurtainwallscompleteasperdrawingandtechnical specification Clause 1304 :Cement concrete grade M 10

Construction of flexible apron 1m thick comprising of loose stone boulders weighing not less then 25 kg beyond curtain wall

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 level and grades to be followed by seal coatofeitherTypeAorTypeBorType 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

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.

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