Package No. TRC/SOPD-G/SOT/07

Amount

Clearing & grubbing of road land including uprooting rank vegitation grass bushes shrubs saplings and trees upto girth upto 300mm removal of stumps of such trees cut earlier and disposal of unserviceable materialto be used or auctioned upto a lead of 1000m including removal & disposal of top organic soil not exeeding 150mm in thickness as per technical specification Cl 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 1.5 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 (i) From private land

Constn. of sub-grade and Earthen shoulders with approved material obtained from borrow pits, with all lift and leads transporting to site, spreading, grading to required slope and compacting to meet requirement of Table 300.2 with a lead up to 1000m as per Technical Specification Clause no. 301.5. (i) From Private land.

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 compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification Clause 401 (ii) For grading II material

Water Bound Macadam Grading-2:- 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 2 as per Technical Specification Clause 405. By Manual Means. (ii) Grading-II (a) Using Screening Crushable type such as Morum or Gravel.

Water Bound Macadam Grading-3:- 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, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405. By Manual Means. (iii) Grading-III (a) Using Screening Crushable type such as Morum or Gravel.

Providing and laying interlocking concrete block pavement with M30 grade grade of concrete blocks having thickness 80mm as per technical specificationclause 1504 complete including carriage a) Including Edge block/ Edge restraints

Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 (i) 90 cm Equilateral Triangular

Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 (ii) 60 cm Equilateral Triangular

Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 (iii) 60 cm Circular

Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 (iv) 80cm x 45cm Rectangular

Retro reflectorised Traffic sign: Providing and fixing of Retro-Reflectrorised cautionary, mandatory & informatory sign as per IRC: 67 made of encapsulated lens type reflective sheeting vide clause 1701.2.3 and fixed over aluminium sheeting, 1.5 mm thick support on a mild steel angle iron of 75x75x6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 450cm x 450cm x 600cm, 600cm below ground level as per drawing and Technical Specification 801 (v) 60cm x 60cm Square

Double Row HP Culvert -1000 mm dia (1 Ns.) Earth work in excavation of foundation of structures as per drawing and technical specifications clause 305.1 including setting out,construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides & bottom & backfilling. : Ordinary soil: upto 3 m depth

Plain cement concrete 1:3:6 Mix with crushed stone aggregate 40mm niminal size mechanically mixed, placed in foundation and compacted by vibration including curring for 14 days.

Bedding for Pipe : Laying (First Class) Bedding on well compacted sand, moorum or approved granular material as per clause 1105 (ii) Type B (First Class) Bedding

Labour for laying Reinforced Cement Concrete Pipe NP4/NP3/prestressed concrete pipe for culverts on first class bedding of granular material/cc M-15 in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head and walls and parapets, cost of pipe and cost of Cc bedding. (I) With first class bedding of granular material 1000mm dia

Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of Granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head and walls and parapets clause 1106. 1000mm dia

Brick masonry work in cement mortar 1:3 in foundation complete excluding pointing and plastering as per drawing and Technical specification clauses 600, 1202 & 1203. In 1:4 Cement mortar.

Plasteing with cement Mortar (1:4) 15 mm thick on brick work in substructure as per Technical specification

Providing and laying of boulder apron laid for bed protection with stone boulders of minimum size and weight as per Table 1300.1 no fragment weighing less than 25kg laid dry complete as per drawing and technical specifications Clause 1301.

Providing and laying pitching on slope laid over prepared filter media as per drawing and Technical specifications Clause 1302. Stone/Boulder

Providing and laying filter materials underneath pitching in slope as per drawing and Technical specifications Clause 1302.

MADHURJYA BORAH

Md. Saduddin Ahmed