MMPNA/2023-24/80

Amount

SH-39 (Bhaga-Sherkhan Road) 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 p g to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5 (At Ch:1770.00 m to Ch:1855.00 M)

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

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/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

Providing , laying, spreading and compacting stone aggregates of specified sizes to water bound macadam specification including spreading in uniform thickness , hand packing ,rolling with 3 wheels 80-100KN static roller 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 as per Technical Specification Clause 405. (3) Grading - III (Screening B). A) By Manual Means-

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 (Provided only on WBM surface)

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

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 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.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.)

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 (90% length of the Road is considered)

NP-3 1000 mm dia HP culvert Excavation for structures, Earth Work in excavation for structures as per drawing and technical specification Cl: 305.1, including setting pot, construction of shoring and bracing, removal of slumps and others deleterious materials and disposal upto a lead of 50 m., dressing of sides and bottom and backfilling in trenches with excavated suitables materials. Ordinary Soil (i) Upto 3.00 m depth

Providing Concrete for Plain/Reinforced cement concrete in open foundation and as per relevant Cl. 802,803,1202 & 1203 (PCC Grade M-10) nominal mix (1:3:6) (Hand Mix)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 III PCC M-20 Nominal Mix 1:2:4 (Hand Mix)

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 III PCC M-20 Nominal Mix 1:2:4 (Hand Mix)

Providing and laying RCC pipe NP-3 as per designed in single row for culvert 1st class Bedding of granular materials including fixing of collars with cement mortar 1:2 as per Cl No.1106. 1000 mm dia

NP-3 600 mm dia HP culvert: Excavation for Structures 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 deleterious matter, dressing of sides and bottom and backfilling with approved material.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 PCC Grade M-10 Nominal Mix (1:3:6)

Road side CC Drain: 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.

Plain /RCC in sub structure complete as per drawing and technical specification clause 802,804,805. B. With natural gravel . II . PCC M20

Bamboo piling

Gabion Wall (Protection Works): Excavation for Structures 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

Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications Clause 1302

Providing and laying wire created boulder structures boulder size 22.5 cm to 45 cm having 25 kg average weight for each i/c dumping/laying in S.W.G. Wire mesh of 10 cm x 10 cm (woven diagonally) 4mm dia i/c packing with small size stone spalls and carrying of boulders from a lead of 50 mtr and lift up to 1.5 mtr i/c lying properly the mesh by cutting the mouth and hoisting of wire where felt necessary as per direction of Engineer-in-Charge technical specifications Clause 1301.

Toe wall: Excavation for Structures 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. Upto 3 m depth Ordinary soil

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 P.C.C grade M 10 Nominal mix 1:3:6

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 P.C.C. grade M 20 (i) Nominal mix (1:2:4)

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8 (I) Granular material

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

Road side CC Drain: 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.

Providing Concrete for plain/reinforced in open foundation complete as per drawing and technical Specification and as per relevant Cl. 802,803,1202 & 1203.(A) with natural gravel II.PCC Grade M-15 (i) Nominal Mix 1:2.5:5)

Providing Concrete for plain/reinforced in sub-structure complete as per drawing and technical Specification and as per relevant Cl. 802,803,804,806 & 1204.(A) Natural Gravel II.PCC Grade M-20 (i) Nominal Mix 1:2:4) hand mix.

Catch Pit: 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.

Providing Concrete for plain/reinforced in open foundation complete as per drawing and technical Specification and as per relevant Cl. 802,803,1202 & 1203.(A) with crushed stone aggegate II.PCC Grade M-15 (i) Nominal Mix 1:2.5:5)

Providing Concrete for plain/reinforced in sub-structure complete as per drawing and technical Specification and as per relevant Cl. 802,803,804,806 & 1204.(A) with crushed stone aggegate II.PCC Grade M-20 (i) Nominal Mix 1:2:4) hand mix.

Protection Works : 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. 800mm x 600mm Rectangular

Panna Deb