MMPPNA_22_23_295 Construction of road from Chandrapur Tiniali to Samaguri villagr (Bhakat Chapori) from Ch. 0.00 m to 3310.00 m) including routine maintenance for 4 (four) years under Mukhya Mantrir Paki Path Nirman Achani for the year 2022-23,

Amount

Clearing and grubbing road land including uprooting wild vegetation grass bushes shrubs saplings and trees of girth up to 300mmremoval of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. (i) By Manual Means (a) In area of non thorny Jungle

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 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 per Technical Specification Clause 303.1. (i) 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

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

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. (i) 600mm equilateral triangle

Providing and fixing retro reflectorised cautionery, mandatory and informatory sign as per IRC:67 made 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 75mmx 75mmx 8mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concreyte 450mmx450mmx600mm below ground level as per drawings and technical specification Clause 801. (ii) 600mm circular

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 welded with MS angle iron frame of 25mm 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 will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Kilometre 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 Kilometre Stone (precast)

Kilometre 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)

Shifting of utilities as per site requirement in consultation with the concerning department

Construction of Box Culverts (3 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 upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.

Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. I) PCC Grade M-10 (B. With natural gravel) A. PCC Grade M10

Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. I) PCC Grade M-10 (A. With crushed stone) A. PCC Grade M10

Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. II) PCC Grade M-15 (B. With natural gravel)

Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. I) PCC Grade M-15 (A. With crushed stone) A. PCC Grade M15

Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. (IV) RCC Grade M-20 (B. With natural gravel)

Plain/reinforced concrete in open foundations complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1203. (IV) RCC Grade M-20 (A. With crushed stone) A. RCC Grade M20

Plain/reinforced concrete in sub-structure complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1204. II) PCC Grade M-15 (B. With natural gravel)

Plain/reinforced concrete in sub-structures complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1204. I) PCC Grade M-15 (A. With crushed stone) A. PCC Grade M15

Plain/reinforced concrete in sub-structure complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1204. III) RCC Grade M-20, Height upto 5.0m (B. With natural gravel)

Plain/reinforced concrete in sub-structures complete as per drawing and Technical Specification Clause 802 , 803, 1202, & 1204. I) RCC Grade M-20 (A. With crushed stone) A. RCC Grade M20

Providing and laying reinforced cement concrete in super structure as per drawing and Technical Specification Clause 800, 1205.4 and 1205.5 I. RCC Grade M-20, Height upto 5.0m (B. With natural gravel)

Providing and laying Reinforced/ cement concrete in super-structure as per drawing and Technical Specification' including steel shuttering formwork. (A. With crushed stone) A. RCC Grade M20

Construction of R.C.C. railing of M 25 grade in cast-in-situ with 20 mm nominal size aggregate, true to line and grade, toleranceof vertical railing post not to exceed 1 in 500, entre-to-centre spacing between vertical posts not to exceed 2000mm as per drawing and technical specifications Clauses 800, 900 and 1208.3

Reinforcement in Super Structure: Supplying, fitting and placing MS Bar (Fe-500) reinforcement bar (From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyamsteel/RINL) in superstructure complete as per drawing and technical specifications Clauses 1002, 1010 and 1202.

Reinforcement in Super Structure: Supplying, fitting and placing TMT bar reinforcement in super-structure including splicing complete as per drawing and technical specifications. With other make ISI marked TMT rebar

Drainage spouts complete as per drawing and technical specifications Clause 1209

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 face. Complete as per drawing and Technical specification.

Back filling behind abutment, wing wall and return wall complete as per drawing and Technical specification. B. Sandy material

Prafulla Nath

SRI BEDANTA BORAH