TN_17_9

Amount

(A) Road Work: Clearing and grubbing road land including uprooting 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 material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm 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 ( statement I)

Construction of subgrade and earthen shoulder with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead upto 1000 m as per Technical Specification Clause 303.1. (i) Private land (C/S area as per Statement I)

Construction of granular sub-base by providing well graded material, spreading in uniform layer 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 From Ch. 00.00m to Ch. 2150.00m

WBM Grading 3 Using stone screening Type-B 13.2 mm for Gr.III Providing, laying, spreading and compacting stone aggregate 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 3 as per Technical Specification clause 405. (a)By Manual Means. From Ch. 00.00m to ch. 2150.00m

Inter locking concrete block pavement, (i) Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504. From Ch. 00.00m to Ch. 2150.00m

A. Retro-reflectorsed Traffic Sign 1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulted lens type reflectve sheeting vide Clause 1701.2.3 fix over a thick……………Technical Specification Clause 801. (iv) 80cm x 60cm rectengular

A. Retro-reflectorsed Traffic Sign 1) Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulted lens type reflectve sheeting vide Clause 1701.2.3 fix over a thick……………Technical Specification Clause 801. (ii) 60cm equilaterial traing;e

Kilo Metre Stone (Reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC:8 fixing in position etc……as per drawing and Technical Specification Clause 1703 ii Ordinary Kilometer Stone (Precast)

Kilo Metre Stone (Reinforced cement concrete M-15 grade kilometre stone of standard design as per IRC:8 fixing in position etc……as per drawing and Technical Specification Clause 1703 iii 200m stone (Precast)

Providing and laying of boulder apron laid in wire crates with 4 mm dia GI wire conforming to IS:4826 in..........................as per drawing & specifications clause 1301.

(B) CD Work: HPC 1000mm dia, (Single Row) 3. Nos. Earth work in excavation for foundation of structure as per drawing and technical specification cl 305 including setting out, construction of shoring and bracing, removal of stumps and other deleterious materials and disposal upto a lead 50m, dressing of sides and bottom and back filling in trenches with excavated suitable materials. I. Ordinary soil, (i) Upto 3.00m depth

(PCC M10 Grade) Plain Cement Concrete Nominal mix crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and complete by vibrataion including curing complete.

Brick Masonry Work in cement mortar 1:3 in foundation complete exculding pointing and diastering as per drawing and technical specification Clause 602,603,604,1202&1204. 1) In cement mortar 1:3

Brick Masonry Work in cement mortar 1:3 in substructure complete excepting pointing and diastering as per drawing and technical specification Clause 602,603,604,1202&1204. 1) In cement mortar 1:3

Plastering with cement mortar (1:3) proporation on brick on brick work in substructure as per technical specification Clauses 313.3 & 1204

Providing and laying RCC Pipe NP3 pipe for culvert on first class bedding of granular materials in single row including fixing coller with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonary works in head walls and parapets clause 1106. b.1000 mm dia.

(C) CD Work: Construction of 6.00m Span Slab Culvert, 1 No. Earthwork in excavation for structures as per drawings 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 backfilling in tranches with excavated suitable material. 1. Ordinary Soil Upto 3.00m depth

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802,803,1202 & 1203. B. With Natural Gravel I. PCC Grade M-10 Nominal Mix (1:3:6)

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specification clause 802,803,1202 & 1203. B. With Natural Gravel III. PCC Grade M-20 Nominal Mix (1:2:4)

Plain/reinforced cement concrete in sub-structure complete as per drawing and technical specification caluses 802,804,805,806,807,1202 and 1204. B. PCC Grade M20 iii. RCC Grade M-20 Nominal Mix (1:2:4)

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3 A With crushed stone

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

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 Clause 614, 709, 1204.3.7.

Supplying, fitting and placing TMT bar reinforcement (Fe-415) in structrue complete as per drawings and technical specifications clause 1002, 1005, 1010 & 1202.

Construction of RCC railing of M-25 Grade in situ with 20mm nominal size aggregate true to line and grade, tolerance of vertical RCC post not to exceed 1 in 500, center to center spacing between vertical post onot to exceed 2000mm as per drawing and technical specifications clauses 800, 900 and 1208.3

Drainage spouts complete as per drawing and technical specifications Clause 1209

Jasna Basumatary