SOPD_G_20_21_98 Construction of Road from Hojai Tumprang road to Dighalbali via Bishnupur under SOPD-G for the year 2020-21, Hojai LAC

Amount

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. Quantity as per statment 1 i) By Manual Means

Construction of Embankment with soil obtained from borrowpits,with a lifts upto 1.5 m transporting to site, spreading, grading to required slope and compacting to meet ( requirement of Table-300.1 and 300.2 including all leads as per Technical Specifition Clause 301.5.(including land compensation of earth). From Private Land. Quantity as per statment 1

Construction of Subgrade and Earthen Shoulder with approved material obtained from borrow pits with all lift and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead up to 1000 m as per Technical Specification Clause 303.1

Construction of Granular sub-base by providing well graded material, spreading in uniform layers with motor grader on prepared surface mixing by mix in place method with rotavator at OMC and compaction with smooth wheel roller 80-100 km static roller to achieve the desired density complete as per technical specification clause 402 Quantity as per statment 1 For grading II Material

Providing, laying, spreading and compacting stone aggregates 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 2 as per Technical Specification Clause 405. Quantity as per statment 1 3) Grading –III (A) By Mechanical Means.

A, Inter Locking Concrete Block Pavment - Providing and laying Inter Loking Concrete Block Pavment(M-40)having thickness 80 mm as per Techinical Specification Ciause 1504 completeincluding carriage up to 50 KM .(including Edge Restraints.

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 aluminium sheeting, 1.5 mm thick supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm firmly fixed to the ground by means of properly designed foundation with M15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawings and Technical Specification Clause 801 (v) 60 cm equilateral triangle

Providing and laying of hot applied thermoplastic compound 25mm thick including reflectorising glass beads@ 250 Qms per sqm area ,thickness of 2 5 mm is exclusive of surface applied glass beads as per IRC 35, The finished surface to be level,uniform and free from streaks and holes and conforming to the MoSrt & H specifications.

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

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. (B)1000 mm dia

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

MS GANGOTRI ENTERPRISE