MMPPNA_23_24_56 Improvement of PGHJ Bypass Road (Ch. 120.50 km to Ch. 126.00 km L5.50 km) under Mukhya Mantrir Pakipath Nirman Achani for the year 2023-24

Amount

Removal of unsuitable soil including excavation, loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil, which shall be paid separately as per Clause 303.5.2 as per Technical Spec

Construction of subgrade and earthen shoulders with approved material 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

Granular Sub-base with Well Graded Material (Table 400.1)(Only for PMGSY work)(A)By Mix in Place Method : Construction of granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix

Water Bound Macadam Sub-base/base (Only for PMGSY work)(2)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 sprea

Water Bound Macadam Sub-base/base (Only for PMGSY work)(3)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 spre

Prime Coat (iii) 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 Techn

Tack Coat (iii)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 granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specific

Dense Graded Bituminous 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 premixed with bituminous binder @ 4.0 to 4.5% b

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

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

Providing reflective pavement marker with Micro prismatic lens in both direction having thermoplastic body adhering to the specification and guidelines of MoSRT&H’s fixed to the road surface using the adhesives and the procedures recommended by the manuf

Direction and Place Identification signs with size more than 0.9 sqm size board : Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fix

Traffic Signs :(A)Retro-reflectorised Traffic Signs (II)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 shee

Providing and fixing of typical PMGSY informatory sign board 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 we

Surface Drains in Soil :Construction of unlined surface drains of average cross-sectional area 0.40 sqm in soil to specified lines, grades, levels and dimensions. Excavated material to be used in embankment with a lift upto 3m and lead of 50 m (average l

Excavation for structures Earthwork in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing th

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 (I)PCC GrM-10

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 (I)PCC GrM-10

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 A.With Crushed Stone (IV)RCC Gr M-25

Stone masonry work in cement mortar 1:4 for substructure complete as per drawing and Technical Specifications A. Random Rubble Masonry

Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding of granular material in double 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)1000 mm dia

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

Providing and laying filter media with granular crushed aggregates as per specification to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and providing over the entire surface behind abutment, wing

Backfilling in Foundation trenches as per drawing & technical specification clause 1108.

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification clauses 613.4 & 1204.

M/S G M ENTERPRISE

Sri Laltuorpui Hmar