MMUPPNA_RIDF_XXIX_23_24_16 Improvement of road from Ulubari to Borobazar from Ch. 0.00km to Ch. 10.540km under Mukhya Mantrir Unnoto Pakipath Nirman Achani under RIDF-XXIX of NABARD for the year 2023-24

Amount

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting will vegetation, grass, bushes, shrubs, saplings and trees o girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials anc stacking of serviceable material to be used or auctioned upto a lead of 1000 m including removal and disposal a top organic soil not exceeding 150 mm in thickness a per Technical Specification Clause 201. (I) By Manual Means (a) In area of non thorny jungle

Scarifying Existing Bituminous Surface to a Depth a 150 mm by Mechanical Means Scarifying the existing bituminous road surface to depth of 150 mm and disposal of scarified material with a lift upto 3.0m and lead upto 1000 m as per Technical Specification Clause 301. 4.

Construction of Embankment with Material Obtained from roadway cutting Construction of Embankment with approved Material deposited at site from roadway cutting and excavation from drain and foundation of other structures graded and compacted to meet requirement of Tables 300.1 and 300.2 as per Technical Specification Clause 301.5

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved materials 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 wlth a lead upto 1000m as per Technical Specification Clause 301.5 (i) Private Land

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthed shoulders with approved material obtained from borrow pits with a lifts and leads, transporting to site, spreading, grading to required slope ated compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technica Specification Clause 303.1. (i) Private Land

Granular Sub-base with Well Graded Material (Table 400.1) 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. (A) By Mix in Place Method iii) For Grading II Material

WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand parking, rolling with smooth wheel roller 80-100 kN in stages to proper grade and camber, applying and Brooming, stone screening/binding materials 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

Water Bound Macadam Sub-base/base (III) 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. (A) By Manual Means

Wet Mix Macadam Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premising the material with water at OMC in mechanical mixer (Pug Mill), carriage of mixed material by tipper to site, laying in uniform layers in sub- base/base course on a well prepared sub-base and compacting with smooth wheel roller of 80 to 100kN weight to achieve the desired density Including lighting, barricading and maintenance of diversion, etc as per tables 400.11 & 400.12 and Technical Specification clause 406. By Mechanical Means with 1 km Lead

Prime Coat (I) Low 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 0.70-1.0 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 distributor at the rate of 0.20 to 0.25 kg per sqm on the prepared bituminous surface cleaned with Hydraulic broom as per Technical specification clause 503

Dense Graded Bltuminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type HMP producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premised with bituminous binder @ 4.0 to 4.5% 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 reqd. grade, Ievel and aIignment,rolling with smooth wheeled,vibratory and tandem rollers to achieve the desired compaction as per MoSPT&H cl. no. 507. complete in all respect. (Including 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.) II. With rock dust as filler ( refer table 500-9 of MoSRT&H specification) A. With 60/70 or VG-30 grade bitumen (ii) for Grading II (19 mm nominal size)

Bituminous Concrete: Providing and laying bituminous concrete with 100-120 TPH batch type hot mix plant 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 flnlsher with sensor control to the reqd. grade, lavel and aIignment, roIIing 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 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.) II With rock dust aS filler (refer table 500-9 of MoSRT&H specification) A With 60/70 or VG-30 grade bitvme/ ii) for Grading II (13 mm nominal size)

Inter locking concrete Block pavement i) Providing and laying Interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification Cause 1504 complete including carriage. a) Including Edge block/ Edge restraints

Removing all types of Hume pipes and stacking within a lead of 1000 m including Earthwork and Dismantling of masonry Works as per Technical Specification Clause c) Above 900 mm dia Hume pipe

(A) Retro-reflectorised Traffic Signs (I) Providing ated fixing of retro-reflectorTsed cautionary, mandatory and Informatory sign as per IRC:67 made of encapsulated lens type refIective 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 16/10 mm x 6 mm firmiy 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 (ii) 600mm equilateral triangle

(A) Retro-reflectorised Traffic Signs (I) Providing ated fixing of retro-reflectorTsed cautionary, mandatory and Informatory sign as per IRC:67 made of encapsulated lens type refIective 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 16/10 mm x 6 mm firmiy 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 (iii) 600mm circular

Retro-reflectorised Traffic Signs (I) Providing ated fixing of retro-reflectorTsed cautionary, mandatory and Informatory sign as per IRC:67 made of encapsulated lens type refIective 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 16/10 mm x 6 mm firmiy 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 (iv) 800mm x 600mm rectangular 12

(A) Retro-reflectorised Traffic Signs (I) Providing ated fixing of retro-reflectorTsed cautionary, mandatory and Informatory sign as per IRC:67 made of encapsulated lens type refIective 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 16/10 mm x 6 mm firmiy 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 (vii)900 mm side octagon

Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (i) 5th Kilometre Stone (precast)

Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 ii) Ordinary Kilometer Stone (Precast).

Kilo Metre Stone (Reinforced cement concrete M15 grade kilometre stone/local stone of standard design as per IRC:8 fixing in position including painting and printing, etc as per drawing and Technical Specification Clause 1703 (iii) 200 m stone (precast)

Providlng and Fixing ’Logo’ of PMGSY Project: Providing and fixing of typical PMGSY informatory sign hoard with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle 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 25 mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded 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 middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube wil be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Road Markers/Road Stud with Lens Reflector: Providing and fixing of road stud 100 x 100 mm dia cast in aluminium, resistant to corrosive effect of salt and grit, fitted with lense reflectors, installed in concrete or asphaltic surface by drilling holes 30 mm upto a depth of 500 mm and bedded in a suitable bituminous grout or Epoxy mortar, all as per BS:873 (Part 4) 1973.

RCC Guard Post: Supplying, fitting and fixing RCC guard post 150cm long erected 75cm above the ground ana 75cm below the ground with M-15 grade (nominal mix 1:2:4 with broken stone aggregate up to 20mm size) of cement concrete and required reinforcetment tied in position with annealed black wire including centering moulding the top, curing including painting concrete surfaces in 23cm strips upto 0.75m from the top alternately in black and white and having 2 nos reflective band of desired shade etc. complete as per design arid as directed. (b) 15 cm dia. RCC guard post with reinforcement of 4nos. 12mm dia TMT main steel bars and 6mm TMT/ MS stirrups at 15cm c/c. Road Marking with Hot Applied Thermoplastic Compound with Reflectorising Glass Beads on Bituminous Surface

Road marking with hot applied thermoplastic compound wth reflectorising glass beads on bituminious Surface Providing and laying of hot applied thermoplastic compound 2.5 mmthick 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 snecificntions

Painting on concrete surface (Providing and applying 2 . coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )

Providing and laying af boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:280 and IS:4826 in 100 mm x 100 mm mesh (woven diagonally) including 10 per cent extra for laps and joints laid with stone boulders weighing not less than 25 kg each as per drawing and technical specificat1ons Clause 1301

Geo-Bags Supplying, filling and laying in loose with Geo- textile bags of Type-A (1.30m x 0.70m) made of Geo textile non woven fabric sheets of 400 GSM manufactured from polyster/ polypropylene conforming to relevant ISO standard filled with specified sand/ silt from flood plain or adjacent char within a distance of 90m of the work site including excavation, filling Geo Bags with sand weighing 126kg after filling, Stitching the mouth of the filled Bags with polypropylene or polyster complete as per technical specifications and as directed. (b) without boat

Supplying,Stiching and laying of non woven Geo- textile fabric sheets of 400 GSM

Providing and erecting overhead signs of anti corrosive steel (All steel work must be TATA/ SAIL/ any other approved brand) tubular framed structure for retro ’ reflective signage board made of high intensity grade encapsulated lens type retro reflective sheeting conforming to ASTMD4956 type BIII specifications and having approved pattern over its entire surface bonded on to 2.00 mm thick aluminum sheet with back supporti! g angle iron frame of 35X35X4 mm angle iron duty riveted with solid MS & aluminum rivets including fixing the board on portal/support/wall/dowel rod etc with contractors clamp/cheat/bolts/rivets/walls including all contractors materials, labour, tools, lead and lifts etc. complete and all other incidental charges necessary for successful completion of work as per sp9cificat›cn and as directed

RCC Coverd Drain 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 upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC GradeM-10 Normal 1:3:6

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Nominal mix (1:2:4)

Back filling behind abutment, wing wall and return wall complete as permdrawing and Technical specification (A)Granular material

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

RCC Coverd Drain At Motorable Crossing Junctions 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 upto a lead of 50 m,dressing of sides and bottom and backfilling in trenches with excavated suitablematerial.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC GradeM-10 Normal 1:3:6

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in substructrue complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 Nominal mix (1:2:4)

Back filling behind abutment, wing wall and return wall complete as permdrawing and Technical specification (A)Granular material

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

Construction of Single Cell 1000 dia HPC (10.00M)(ii) Construct.on of Three Cell 1000 dia HPC (12.50M)(iii)Construction of Four Cell 1000 dia HPC (10.00M) For (i) single (ii) triple( iv) Qudriple:-Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out,construction of shoring and bracing, removal of stumps and other (i), dressing of sides and bottom and backfilling with approved materia

For (i) single (ii) triple( iv) Qudriple:-Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203(A) With crushed Stone(ii)P.C.C grade M 15 Nominal mix (1:2.5:5)

For (i) single (ii) triple( iv) Qudriple:-Plain/reinforced cement concrete in substructure complete as per drawingsand technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 With Crushed Stone (ii)P.C.C. grade M 20 (i)Nominal mix (1:2:4)

For (i) single (ii) triple( iv) Qudriple:-Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (ii)Sandy material

For (i) single (ii) triple( iv) Qudriple:-Bedding of pip(B) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, moorum as per Clause 1105 (ii)

For (i) single (ii) triple( iv) Qudriple:-Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row 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.

Construct:on of Single RCC BOX CELL BRIDGE of 3M x 3M (8.40M) 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.Ordinary soil Upto 3 m depth

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 Sand filling

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.(III)C.C Grade M20 Nominal mix (1:2:4)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203P.(IV)R.C.C Grade M20Nominal mix (1:2:4)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

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

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204(IV)RCC Grade M 20 IV) I For height upto 5 m

Providing pressure relief pipes 100 mm dia in bottom slab of box cell on a filter media base of 500 mm x 500 mm as per drawing and technical specification Clause 1205.5.7

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Providing and laying boulder apron for bed protection with stone boulders of minimum size and weight as per Table 1300.1, no fragment weighingless than 25 kg laid dry complete as per drawing and technicalspecifications Clause 1301

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete 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 drawing and technical specificationClauses 614, 709, 1204.3.7

Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical Specifications

Utility Shifting

Pabitra Boro