Const. of CC Block road from Chapaguri-Tulsijhora PWD road (Doholapara) to East Rowmari via Doholapara, Kashibari, Mdl. Rowmari and East Rowmari Vill. from Ch.0.00 Km to 1.50 Km (Length.1.50 Km) under AOP, for 22-23 of Chr. Dist.Pkg No.TN_45_1

Amount

(A) Road Work: Clearing and grubbing road land including up rooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical 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 sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet required of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.01 (i) Private Land

(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 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. (ii) For Grading II Material.

WBM: Providing, laying, spreading and compacting stone aggregate of specific size to WBM 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 Mnaul Means. (II) Grading-III b) Using Screening Type-A (13.2mm Agg.)

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

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

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 75mm x 75mm x 6mm firmly fixed to the ground by means of properly designed foundation 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 801. (ii) 60 cm equilateral tringle.

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 75mm x 75mm x 8mm firmly fixed to the ground by means of properly designed foundation 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 801. (iii) 60 cm circular.

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 75mm x 75mm x 8mm firmly fixed to the ground by means of properly designed foundation 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 801. (v) 60 cm x 60 cm square.

Kilo Metre Stone (Reinforced cement concrete M-15 grade Kilometre stone of stamdard designed a per IRC:8 fixing in position including painting and painting etc as per drawing and technical specification clause 1703. ii) Ordinary kilometre stone (Precast)

Kilo Metre Stone (Reinforced cement concrete M-15 grade Kilometre stone of stamdard designed a per IRC:8 fixing in position including painting and painting etc as per drawing and technical specification clause 1703. iv) 200 m stone (Precast)

(B) CD Work: RCC Box Cell Culvert, Size=2.00m x 2.00m, 1 Cell, 2 Nos. Earth work in excavation of foundation 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 up to a lead of 50m, dressing of sides and bottom and back filling in tranches with excavated suitable material. i. In ordinary Soil (i) Upto 3.00 m depth

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

PCC 1:3:6 in foundation.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) P.C.C grade M 10 i) Nominal mix 1:3:6

PCC 1:2:4 in foundation.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 iii) P.C.C grade M 20 i) Nominal mix 1:2:4

Plain/reinforced cement concrete in sub-structure complete as per drawings and technical specification clauses 802, 804, 805, 806, 807, 1202 & 1204. A. With Crushed Stone : (iv) RCC Grade M 25 (i) Height up to 5m

Providing & laying Reinforced cement concrete in superstructure complete as per drawing and technical specifications Clauses 800, 1205.4 and 1205.5 A. With Crushed Stone iv) R.C.C Grade M-25 a) Height upto 5M

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

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

Providing and laying cement concrete wearing course M-30 grade including reinforcement complete as per drawing and technical specification clause 800 and 1206.3 B. With Natural Gravel.

Providing weep holes in brick masonary/stone masonary/plain/reinforced concrete abutment, wing wall with 100mm wdia AC pipe, extending through the full width of the structure with slope of I(V):20(H) towards drawing force, complete as per drawing and Technical Specification clause 614, 709, 1204.3.7

Back filling behind abutment, wing wall and return wall complete as per drawings & technical specification clause 1204.3.8 A) Granular material

Providing and laying curtain walls complete as per drawing and technical specification Clause 1304. iii) Cement concrete grade M10

Painting two coats including painting prime coat after filling the surfaces with synthetic enamal paint 1 all shades on new plastered/concretes surfaces as per drawing and Technical Specification Clause 1701.

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