SOPD_G_19_20_57_F Construction of Road from Doiyang TE to Nahorjan Grant (from Ch. 0.00 to 1000.00 m) under PWD Golaghat and Khumtai Territorial Road Division, under SOPD-G for the year 2019-20, Golaghat LAC.

Amount

Clearing and grubbing of road land including up rooting wild vegetation grass, bush, shrubs, saplings and tree of girth up to 300 mm removal of slumps trees cut earlier and disposal of un serviceable materials and stacking of serviceable materials to be used or auction up to a lead of 1000 m including removal and disposal of top organic soil not exceeding 150mm in thickness as per clause 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 slopes and compacting to meet requirement table 300.1 & 300.2 with lead up to 1000m as per technical specification clause 301.5.

Construction of sub-grade and earthen shoulder with approved material obtained from borrow pits with a lift upto 1.5 m. transporting to site, spreading, grading to required slopes and compacting to meet requirement table 300.1 & 300.2 with lead up to 1000m as per technical specification clause 301.5. I) Private Land

Construction of granular sub base providing well graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC and compacting with small wheel roller to achieve the desired density, complete as per technical specification Cl. 401.

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 3 as per Technical Specification Clause 405. WBM Gr-III

Inter locking concrete Block pavement i) a) Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 (inclusive of Edge restraint and carriage).

Single Row 1000mm dia HPC Removing all types of Hume pipes and stacking within a lead of 1000 m includingEarthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe

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 material. I) Ordinary soil. Up to 3m depth.

Providing concrete for plain/reinforced Concrete in open foundations complete as per drawings and technical specifications clause 802, 803, 1202 & 1203. (B) With Crushed stone. I) P.C.C. grade M 10

Brick masonry work in cement morter in foundation complete excluding pointing and plastering as per drawing and technical specifications clause 600, 1202 & 1203. (ii) 1:4 cement morter.

Brick masonry work in cement morter in sub structures complete excluding pointing and plastering as per drawing and technical specifications clause 600, 1202 & 1203. (ii) 1:4 cement morter.

Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (B)1000mm dia

Plastering with cement mortar for (1:4), 15 mm thick on brickwork in substructure as per technical specifications clause 613.4 & 1204.

Backfilling in Foundation Trenches as per drawing and technical specification Clause 1108

Earthwork in Cushioning Construction of sub-grade and earthen shoulder with approved material obtained from borrow pits with a lift upto 1.5 m. transporting to site, spreading, grading to required slopes and compacting to meet requirement table 300.1 & 300.2 with lead up to 1000m as per technical specification clause 301.5. I) Private Land

HPC 600mm dia, Single Row (Without Headwall) Removing all types of Hume pipes and stacking within a lead of 1000 m includingEarthwork and Dismantling of Masonry Works as per Technical Specification Clause 202. (B) Above 600 mm to 900 mm dia Hume pipe

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 material. I) Ordinary soil. Up to 3m depth.

Bedding of pipe (B) Type B (First Class) Bedding ii Laying (First Class) bedding on well compacted approved granular material as per Clause 1105 (ii)

Providing & Laying Reinforced Cement Concrete Pipe NP3 for culverts on first class bedding of granular material in double row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets as per Clause 1106. (B)600mm dia

Earthwork in Cushioning Construction of sub-grade and earthen shoulder with approved material obtained from borrow pits with a lift upto 1.5 m. transporting to site, spreading, grading to required slopes and compacting to meet requirement table 300.1 & 300.2 with lead up to 1000m as per technical specification clause 301.5. I) Private Land

Direction and place Identifications sign upto 0.9 sqm size board Providing and erecting direction and place identification retro-reflectorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 2 mm thick with area not exceeding 0.9 sqm supported on a mild steel single angle iron post 75 x 75 x 6 mm firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 x 450 x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

MS PARAG GOHAIN

Amina Pandit

Munindra Mohan Gogoi

Md. Abdur Rahman

Jayanta Kalita

Mustafa Hussain

GOUTAM PINCHA

kaustav dutta