APART/NOCP/ROADS/NGN-03 Construction of Darjisit to Jamunasit via South Laskar Pathar in Nagoan (Hojai) District

Amount

Clearing and grubbing road land Clearing and grubbing of road land including up rooting rank vegetation grass, bush, shrubs saplings and tress of grith up to 300mm removal of stumps of trees cut earliar and disposal of unserviceable materials & staking of serviceable metarial to be used or auctioned, up to a lead of 1000m including removal & disposal of top organic soil not exceeding 150mm in thickness. as per technical spacification clause 201

Construction of embankment with materials obtaine from borrow pits, Construction of embankment with approved materials obtained from borrow pits with a lift up to 1.5m, transporting to site, spreading grading to required slop and compacting to meet required of Tables 300.1 and 300.2 with a lead up to 1000m as per technical specification clause. 301.5(a) Private land.

Construction of sub-grade and earthen shoulders Construction of sub-grade and earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporating to site, spreading, grading to required slope and compacting to meet required of table 300.2 with lead upto 1000m as per technical specification clause 303.1(a) Private land.

(A) By mix Place Method:- Construction of granular sub-base by prevelling well gradeed 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 achive the desired, conplete as per Technical Specification Clause.401(1) For Grading Material (Gr-II) GSB

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405 By Manual Means Using stone Screening Type-B(11.2mm Agg):(III) Grading-II (A) By manual Means

Water Bound Macadam:- Providing, laying, spreading and compacting stone agreegates of specific size to WBM specification including spreading in uniform thickness, hand packing rolling with three wheel 80-100KN static roller in stages to proper grade and camber applying and brooming, stone screening /binding materials to fill up the inter slices of coarse aggregate, watering and compacting to the required density as per Technical Specification Clause.405 Hand Broken matel from blasted boulder Using stone Screening Type-B(11.2mm Agg)(III) Grading-III(A) By manual Means:

Providing & laying intrlocking concrete block pavement (M40) having thickness 60mm as per technical specification cl. 1504 complete including carriage.a) Including edge block/restraints

A) Retro- reflectorised Traffic signs 1. Providing and fixing of retroreflectorised cautionary ,mandatory and informatory sign as per IRC :67 made of encapsulated lens type complte a per cl 801.v. 600mmx450mm rectangular

A)Dirction & erecting place identification sign board 1. Providing and erecting Dirction & erecting place identification retroreflectorised sign a per IRC 17012.3 fixed over aluminium sheeting complte a per cl 1701.

Reinorced cement concrete M15 grade KM stone complete as pr cl. 1703ii) Ordinary KM stone(prcast)

Reinorced cement concrete M15 grade KM stone complete as pr cl. 1703iii) 200 M stone(prcast)

Cons truction o RCC guide post oo 250 mm dia M-15 grade concrete cast in situ with 20mm nominal size aggrgates true to line and level as per cl. 1608.20

Providing concrete for plain/reinforced concrete in open oundation complete as per drawing and technical specification as per cl.802,803 M-20 grade concrete at th edge of ICBP.(2x0.15x0.185x210+2x015x0.36x1290)=150.98 cu.m.

Excavation for structures :- E/W in excavation for structures as per drawing and Technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and deleterious materials and disposal upto a lead of 50m, dressing of sides and bottom and backfilling in trenches with excavated suitable material ordinary soil : Upto 3 m depth

Providing concrete for plain/ reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 With crushed stone. Grade M10 : Nomonal mix 1:3:6

Laying (first class ) Bedding on well compacted sand, moorum or approved granular materials as per clause 11059(ii)Granular materials

Brick masonary work in cement morter in sub structure Brick masonary work in cement morter in sub structure complete excepting pointing and plastering, as drawing and Technical specification Clause 602,603, 604, 1202 & 1204 In 1:3 cement morter.

Providing & Laying reinforced cement concrete pipe NP-3 for culverts on 1st class bedding of granular material in single row including fixing coller with cement morter 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapet Clause 1106.

Plastering with cement morter (1:4) 15mm thick on brick work in sub-structure as per Technical specification.

MS Unique Construction