Chutiapara at Soniram Mandal Road

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, sapling & trees of girth upto 300 mm , removal of stumps of such trees cut earlier & disposal of unserviceable materials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per technical specification, Cl. No.01

construction of Embankment with material obtained from Borrow pits ( Construction of embankment with approved material obtained from Borrow pits with a lift up to 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement Table 300-1 & 300-2 with leads up to 1000m as per technical specification cl.301.5 1) Private land.,

Construction of Subgrade and earthen shoulders with material obtained from Borrow pits with approved material obtained from Borrow pits with all lift & leads transporting to site, spreading, grading to required slope and compactied to meet requirement Table 300-1 & 300-2 with leads up to 1000m as per technical specification cl.301.5 1) Private land.,

By Mix in Place Method : Construction of Granular Sub-base providing close graded material, spreading in uniform layers with motor grade on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401.(with an initial lead of 5Km) (ii) Grading II Material.

WBM Grading 3 - Using Screening Type -B 11.2 mm : Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate, watering and compacting to the reqd. density as per technical specification Cl. No.405. (A) By manual means.

Providing and laying Interlocking Block Pavement (M 40) having thickness 80 mm as per technuical specification Cl.-1504.0 (Inclusive of edge restraint and crriaghe)

Providing and fixing of Retro reflectorised Cautionery, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflecting vide clause 1701.2.3 fixed over aluminium sheeting 1.5mm thick supported on a mild steel angle iron post 75mmx75mmx6mm firmly fixed to the ground by means of properly designed foundation with M-15 cement concrete 450x600mm, 600mm below ground level as cper drawing and technical specification, Cl. No.801. suitable plant laying and rolling with a smooth wheeled roller 8-10 KN static roller capacity finished to the reqd. level and grade to be followed by Seal coat of either type A or Type B or Type C as per technical specification Cl. No.508. (ii) 60Cm equilateral triangle.

Reinforced cement concrete M 15 grade kilometer stone-local stone of standard design as per IRC :8 fixing in position including painting etc. as per drawing & technical specification Cl.1703 (ii) Ordinary Kilometer Stone (Precast).

Earth in excavation im ordinary Rock with Dozer with lead up to 1000 m ( Excavation for road way in ordinary Rockdeploying a Dozer, 80 HP including Cutting and pushing the cut earth to the site of embankment up to a distance of 100 m (Averege lead 50 metre including trimming bottom and side slopes in accordance with requirements of lines, grades & cross sections. I Ordinary soil A. Manual Means (I) Without dewatering (i) upto 3 m depth

Bedding for pipe ii) Type B (First Class) Bedding. Ii) Granular materials.

PCC M-10 (1:3:6 nominal Mix) in levelling coarse below open foundation of head walls complete as per drawing & Tech. specification. Cl.1109.

Providing & laying NP3 Culvert on 1st Class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete & masonry works in head walls and parapets. Cl.1106. B) 1000mm Dia.

Brick masonry work in cement mortar in structure complete excepting pointing & plastering as per drawing & Technical specification.Cl.602, 603, 604, 1202, 1204.

Plastering with cement mortar (1:4) 15 mm thick on brick work in substructure as per Technical specification.

Anju Deka

Md. Sarif Ali

Sri Anjan Deka

Md Mastafa Ali

Merajul Haque

SARAT DEKA