APART/NOCP/ROADS/GLT-01 Const. Of Road from Upper Temera to Kanphalajan via Kamala Miri Road (From Ch 0.0 Km to Ch 3.0KM) in Golaghat District

Amount

Cleaning and grubbing road land including uprooting wild vegetation, grass, brushes, shrubs, spallings and trees girth upto 30mm, removal of slumps of such trees cut earlier and disposal of unserviceable matreials and stacking of serviceable materials to be used or auctioned, upto a lead of 1000m including removal and disposal of top organic not exceeding 150mm in thickness as per clause 201.1 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 a) From Private land

Construction of Subgrade and Earthen shoulders with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table 300.1 & 3002.2 with lead upto 1000m as per Technical specification clause 303.1 a) From Private land

Granular Sub-Base with Well Graded Material ( Table:- 400- 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 compacting with smooth wheel roller to achieve the desired density,complete as per Technical Specification clause 401. 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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405. (A) By manual means

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 to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405. (A) By manual means

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition)

Interlocking Concrete Block Pavement Providing and laying interlocking concrete block pavement(M40) having thickness 80mm as per Technical Specification Clause 1504 complete including carriage. (a)Excluding Edge Block/Edge restraint.

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204

Earthwork in excavation for 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 and bottom and backfilling in trenches with excavated suitable materiall, (I). Ordinary soil (i) upto 3m depth

Laying (First Class) bedding on well compacted approved granular material as per Clause 1105

Plain cement concrete M10 (1:3:6 nominal mix) in leveling course below open foundation of Head walls as per drawing and technical specification clause 1109.

Brick masonry work in cement mortar in foundation of head walls complete excluding pointing and plastering as per drawing and technical specification clause 1109, (A) Brick Masonry in 1:4 cement mortar

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

Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row. B) 1000mm dia

Providing and laying RCC pipe NP3 for culverts on first class bedding of granular materials in single row. A) 1200mm dia

Providing laying filter material underneath pitching in slopes complete as per drawing and technical specification Cl 1302.

Providing and laying Boulder apron for bed protection with stone Boulder of minimum size and weight as per table 1300.1,no fragment weighing less than 25kg laid dry complete as per drawing and technical specification cl 1301

Providing and laying pitching on slope laid over prepared filter media as per drawing and technical specification cl 1302.Stone/Boulder

NK AGARWALLA

M/S B. L. AGARWALA