Construction of road from Fakirbaba Modir to Shiva Mondir road by providing ICBP (from Ch. 0.00m to Ch. 820.00m) for State Govt. Goodwill Project under SOPD-G for the year 2020-21, Kokrajhar West LAC

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, burshes,shurbs, sapling and trees ……………...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 1.5m, …………...Table 300.1 and 300.2 with a lead upto 1000m 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 lift ……….. Table 300.2 with lead upto 1000m as per Technical Specification Clause 300.1. (i) Private Land

Construction of granular sub base by providing well graded materials, spreading in uniform …………….. complete as per technical specification clause 401. (ii) For Grading- II materials

Providing, laying, spreading and compacting stone aggreegates of specific size to water bound macadem ……………... grading 3 as per Technical Specification Clause 405. (A) By Manual means. WBM Gr-III.

Inter locking concrete Block Pavement (i) Providing and laying of interlocking Concrete Block Pavement (M40) having thickness 80mm as per drawing and technical specification clause 1504 (inclusive of Edge restrain and carriage)

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 Stone 1703 iv) 80 cm x 60 cm rectangular

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 ....................below ground level as per drawings and Technical Specification Clause 1701 (iv) 80 cm x 60 cm rectangular

RCC BOX CELL BRIDGE: Earthwork in excavation for structure 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 (i) upto 3.0 m depth.

Filling in foundation trenches as per drawing and technical specification Clause 305.3.9 I. Sand filling

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802,803,1202 & 1203. B. With Natural Gravel II. PCC grade M15 (i) Nominal Mix (1:2.5:5)

Providing concrete for plain/reinforced concrete in open foundation complete as per drawing and Technical Specification Clause 802,803,1202 & 1203. B. With Natural Gravel III. PCC grade M20 (i) Nominal Mix (1:2:4)

Plain/reinforced cement concrete in substructure complete as per drawing and technical specifications Clauses 802, 804, 805, 806, 807, 1202 and 1204. B. With natural Gravel IV. RCC Grade M25 (i) Height upto 5m

Supplying, fitting and placing TMT (Fe-500D) reinforcement(Fe 500) bar ..........................in structure complete as per drawing and technical specification Clauses 1002, 1005, 1010 & 1202.

Providing and laying cement concrete wearing course M30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 & 1206.3 A. Aith Natural Gravel

Providing weep wholes in brick masonry/ plain/reinforced concrete abutment, wing wall, return wall with 100mm 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.

Back filling behind abutment, wing wall, return wall as per drawing and technical specification Clauses 1204.3.8 A. Granular Materials

Providing and laying curtain walls complete as per drawing and Technical Specifications Clauses 1304. III. Cement concrete grade M10

Construction of flexible apron 1 m thick comprising of loose stone boulders weighing less than 25kg beyond curtain wall.

RWIRUP MUSHAHARY

Dharamsing Narzary