MMUPPNA_RIDF_XXX_24_25_107 Improvement of Lahdoigarh Road from Ch. 0.00 KM to Ch. 6.50 KM (L - 6.50 KM) Under Mukhya Mantrir Unnoto Pakipath Nirman Aachani (MMUPPNA) under RIDF-XXX of NABARD for the year 2024-25

Amount

Clearing and Grubbing Road Land.(Clearing and grubbing road land including uprooting rank vegetation,grass,bushes,shrubs,saplings and trees girth upto 300mm, removal of stumps of trees cut earlier and disposal of serviceable materials and stacking of serviceable materials to be used or auctioned up to lead of 1000 metres including removal and disposal of top organic soil not exceeding 150 mm thickness.(I) By Manual Means. A. In ares of light jungle.

Cutting of trees, including cutting of trunks, branches and removal of stumps &roots, refilling, compaction of backfilling and stacking of serviceable material bymanual means with all lifts as per Technical Specification Clause 201. Girth above 600 mm to 900 mm

Excavation in Soil with Dozer with lead upto 100 m Excavation for roadway in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 100 m, includingtrimming bottom and side slopes in accordance with requirements of lines,grades and cross-sections.

Scarifying the existing bituminous road surface to a depth of 150 mm anddisposal of scarified material with a lift upto 3.0m and lead upto 1000 m as perTechnical Specification Clause 301.4.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (I) Private Land

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrowpits with all lifts and leads, transporting to site, spreading,grading to required slope and compacting to meet requirement of table (300-2) (a), (Including cost of testing of materials at site and laboratory as directed by the deptt.) (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 Clause 401. II) For Grading II Material

Wet Mix Macadam Providing,Laying,spreading and compacting stone aggregates to wet mix macadam specification including premix the material with water at OMC in mechanival mix plant carrage of mixed material by tipper to site, laying in uniform layers with paver in sub-base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density (including carriage of mixed material upto 10.0 Km initial lead from mixing plant)

Prime Coat Providing and applying primer coat with bitumen emulsion (SS-1) on preparedsurface of granular base including cleaning of road surface and spraying primerat the rate of 0.70-1.0 kg/sqm using mechanical means as per TechnicalSpecification Clause 502

Tack Coat (Providing and applying tack coat with Bitumen emulsion using emulsion pressure distributor @ 0.20 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. (Including cost of testing of materials at site and laboratory as directed by the deptt.) (III) With Bitumen emulsion CRS-1 (b) Dry & hungry bituminous surface

Dense Graded Bituminous Macadam (Providing and laying dense graded bituminous macadam 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 @ 4.0 to 4.5% by wieght of total mix and filler transporting to the hot mix to work site, Laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.507 complete in all respect. (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant) ( Including cost of testing of materials at site and laboratory as directed by the deptt.),(a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification),A. With 60/70 or VG-30 grade bitumen(ii) For Grading -II(19mm Nominal Size)

Bituminous Concrete (Providing and laying 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 @ 5.4 to 5.6% of mix and filler transporting the hot mix to work site,Laying with a hydrostatic paver finisher with sensor control to the reqd. grade, level and alignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSRT&H cl. no.509. complete in all respect. (including carriage up to initial lead of 5.0 km from quarry and carriage of mixed materials up to 10.0 Km initial lead from mixing plant )( Including cost of testing of materials at site and laboratory as directed by the deptt.)(a) With hydrated lime/cement as filler (refer table 500-9 of MoSRT&H specification)A. With 60/70 or VG-30 grade bitumen(ii) For Grading -II(13mm Nominal Size)

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per echnical specification clause 1504 including carriage. a) including Edge block/Edge restraints

Earth work in excavation for structures as per drawing and Technical specification clause 305.1 including setting out ……………… with excavated material,1. Ordinary soil (i) upto 3m depth, for Wall

Sand Filling in Foundation Trenches as per Drawing & Technical Specification Sand filling in sub-grade failed portion

Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 802. 803.1202.1203.

Providing concrete for plain/reinforced concrete in open foundations P.C.C Grade M20

Plain/reinforced cement concrete in substructure complete as per drawingsand technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Providing and laying reinforced cement concrete in superstructure as per drawingand technical specifications Clauses 800, 1205.4 and 1205.5

Backfilling behind abutment, wing wall and return wall complete as perdrawings & technical specification Clause 1204.3.8 II) Sandy material

Providing weepholes in brick masonry/stone masonry, plain/reinforcedconcrete abutment, wing wall, return wall with 100 mm dia AC pipeextending through the full width of the structures with slope of 1(V):20(H)towards drawing face complete as per drawingand technical specificationClauses 614, 709, 1204.3.7

Laying 1st class bedding on well compacted sand, moorum as per clause 115(ii)Granular bedding

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. B)1000mm dia.

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) insubstructrue complete as per drawings and technical specification Clauses1002, 1005, 1010 & 1202

Providing and fixing of typical PMGSY informatory sign board with Logo as perMORD specifications and drawing. Three MS Plates of 1.6 mm thick, top andmiddle plate duly welded with MS flat iron 25mm x 5m size on back on edges.The lower plate will be welded with MS angle iron frame of 25mm x 25mm x5mm. The angle iron frame of the lower most plate and flat iron frame of middleplate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts dulyembedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm,600mm below ground level. The top most diamond plate will be welded to middleplate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stoveenameled on both sides. Lettering and printing arrows, border etc. will bepainted with ready mixed synthetic enamel paint of superior quality in requiredshade and colour. All sections of framed posts and steel tube will be painted withprimer and two coats of epoxy paint as per drawing Clause 1701 and Annexure1700.1

Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GIpipe 50 mm dia firmly fixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701Retro reflectorised Traffic sign:90 cm equilateral traingle

Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GIpipe 50 mm dia firmly fixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701Retro reflectorised Traffic sign:60 cm Circular

Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GIpipe 50 mm dia firmly fixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701Retro reflectorised Traffic sign:80 cm x 60 cm rectangular

Providing and fixing of retro-reflectorised cautionary, mandatory and informatorysign as per IRC:67 made of encapsulated lens type reflective sheeting videClause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GIpipe 50 mm dia firmly fixed to the ground by means of properly designedfoundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 1701Retro reflectorised Traffic sign:90 cm Octagon

Kilometer Stone : (Reinforced Cement Concrete M-15 grade kilometer stone of standard design as per IRC:8-1980, fixing in position including reinforcement ,painting and printing etc.) 1. 5th Kilometre Stone (precast)

Kilometer Stone : (Reinforced Cement Concrete M-15 grade kilometer stone of standard design as per IRC:8-1980, fixing in position including reinforcement ,painting and printing etc.) 2. Ordinary Km Stone (Precast)

Hump Type Speed Breaker: Providing Hump Type Speed Breakers designed for desired speed of 20 Km/hr. of Radius 11M, Chord length of 3M Passage speed of 5 Km/hr, premixed type by laying Dense Bituminous Macadam followed by 40 mm thick Bituminous Concrete as per drawing and technical specification.

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

Providing and laying of hot applied thermoplastic compound 2.5mm thick (Providing and laying of hot applied thermoplastic compound 2.5mm thick including reflectorising glass beads @ 250gm/sqm area, thickness of 2.5mm is exclusive of surface applied glass beads as per IRC:35. The finished surface to be levelled, uniform and free from streaks and holes and conforming to the MoSRT&H specifications)

Tree reflector made of high intensity grade retro-reflectorised sheetingfixed over aluminium sheeting of 2mm/0.28mm thick firmly fixed withnecessary galvanized nail. 150mm dia/ 150mm x 150mm size

RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cmlong erected 75cm above the ground and 75cm below the ground withM-15 grade (nominal mix 1:2:4 with broken stone aggregate up to20mm size) of cement concrete and required reinforcement tied inposition with annealed black wire including centering, moulding the top,curing including painting concrete surfaces in 23cm strips upto 0.75mfrom the top alternately in black and white and having 2 nos. reflectiveband of desired shade etc. complete as per design and as directed (15 cm dia)

Providing and laying of boulder apron laid in wire crates with 4 mm dia GIwire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (wovendiagonally) including 10 per cent extra for laps and joints laid with stoneboulders weighing not less than 25 kg each as per drawing and technical specifications Clause 1301

Planting of Trees and Their Maintenance for one year (Planting of trees by the road side (Avenue trees) in 0.60m 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.

Utility Shifting for Electricity

Utility Shifting for Water supply Pipe line

M/S East India Construction (BID ID -239311)