Construction of road from Rupahi Natun Bazar to Fakali Beelpar

Amount

Road works

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 thick ness as per Technical Specification Clause 201. By Manual Means: In area of non-thorny jungle

Construction of embankment with approved materials 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 By Mechanical Means: Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Techincal Specification Clause 303.1 By Mechanical Means: Private Land

Construction of granular sub-base by providing well gaded 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 Techincal Specification Clause 401:

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 three wheel 80-100 kN static roller 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 as per Technical Specification Clause 405 Hand broken metal from blasted boulder/River Boulder. Using stone screening: Grading III (50 to 22.4 mm.)

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed.

Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504. Qntty=1700.00x0.30x0.25x2=255.00Cum

HP Culvert 1000 mm dia

Excavation for structure E/W in excavation for structure as per drawing and Technical specification clause 305.1 including setting out, construction of shoring and bracing, removal of stamps and deleterious materials and disposal upto a lead of 50.00 mtr dressing of sides and bottom, back filling in tranches with excavated suitable materials. (I) In ordinary soil (i) Upto 3.00 m depth (without dewatering)

Providing concrete for plain/ reinforced concrete in open foundations complete as per Drawing and technical specifications clause 802, 803, 1202 & 1203 (M-10, Nominal Mix 1:3:6)

Brick Masonry work in cement mortar Brick Masonry work in cement mortar 1:4 in foundation complete excluding pointing and plastering as per drawing and technical specification clause 600, 1202 &1203

Brick Masonry work in cement mortar in sub structure Brick Masonry work in cement mortar in sub structure complete excluding pointing and plastering as per drawing and technical specification clause 602, 603, 604, 1202 &1204 Brick masonry work in cement mortar 1:4

Providing and laying RCC pipe NP-3 for culverts on 1st class bedding for granular materials in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, back filling, concrete, masonry works and Parapets clause 1106, 1000mm dia

Plastering with cement morter (1:4) 15mm thick on brick work for substructure as per technical specification

SRI ARUN KUMAR AGARWALLA

MS Embee Associates

Sri Pankaj Laskar

Babul Ch Borah

Alal Uddin

Premdhan Construction Co