SOPD_G_20_21_58 Construction of Adoroni Bye lane, (Ch. 0.00 to 75.00 m), Barman Nagar Bye lane 1 Bye lane 2 (Ch. 0.00 to 550.00 m), Bheem Phukan Path, (Ch. 0.00 to 125.00 m), Chandoi Pather ABITA office to Bongal Gaon Shiv Mandir Road (Ch. 0.00 to 9

Amount

Clearing and Grubbing of road land including up rooting rank vegitation grass, bush, shrubs, sapllags and tress of girth upto 300 mm removal of stumps of trees cut earlier and diposal of unserviceable materials and staking of serviceable materials to be used or auctioned, up to a lead of 1000m including removal and disposal of top organic soil not exceeding 150mm in thickness as per Technical Specification Clause 201. i) By Manual means, A. In area of non thorny jungle.

Removing all types of Hume pipes and stacking within a lead of 1000 m including eartwork and dismantling of masonry works as per technical Specification Clause 202. ( C ) Above 600 mm to 900mm dia Hume Pipe

Dismantling of Cement Concrete Pavement Dismantling of cement concrete pavement by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 metres ,stacking serviceable materials and unserviceable materials separately.)

Construction of Embankment with materials obtained from borrowpits, with a lead up to 1.50m, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300.1 & 300.2 with a lead up to 1000m as per Technical SpecificationClause 301.5. A) From private land

Construction of sub grade and earthen shoulders with approved materials obtained from borrow pits, with all lifts & lead 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 SpecificationClause 303.1. a) From private land

Construction of Granular sub-base providing close 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 80 - 100 KN Static roller capacity to achieve the desired density, complete as per Technical Specification Clause 401. (ii)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 3 wheels steel/vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of 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. (A) By manual Means

Providing and laying interlocking concrete block pavement having thickness 80mm as per Technical specification clouse 1504.(Exclusiveof edge restraint and carriage) 80mm thick interlocking precast blocks having Compressive strength of 40N/sq.mm.

Providing and laying M-40 grade cement concrete Edge block/ Edge restraints complete as per Technical specification clause 1504.

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2 60cm equilateral traingle

Providing and fixing of semi Retro-Reflective cautionary, mandatory & informatory sign board as per IRC: 67 made of 1.5 mm thick MS Sheet duly stove white colour on back with red reflective border of 65 mm width and required letters and figure with reflective tape engineering grade as per clause 1701.3.9 of MORD for Rural Roads of required shade and colour supported and welded on 47 x mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 x 450 x 600 mm below ground level as per approved drawing Clause 1701.2.2 60cm circular

Direction and place identification signupto 0.9sqm size board. Providing and erecting direction and place identification retro-Reflectrorised sign as per IRC:67 made of encapsulated lens type reflective sheeting vide clause 801.3 fixed over aluminium sheeting, 2mm thick with area not exceeding 0.9sqm fixed on an angle iron of 25x25x4mm supported on a mild steel angle iron post 75mm x 75mm x 6mm firmly fixed to the ground by means of properly design foundation with M-15 grade Cement concrete 45cm x 45cm x 60cm, 60cm below ground level as per approved drawing and sign. ( All the Steel work must be Tata/Sail/or any other approved brand)

Painting Lines, Dashes, Arrows etc on Roads in Two Coats on New Work (Painting lines, dashes, arrows etc on roads in two coats on new work with ready mixed road marking paint conforming to IS:164 on bituminous/ concrete surface, including cleaning the surface of all dirts, dusts and other foreign matter, demarcation at site and traffic control.) ii) Up to 10 cm in width

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.

R.C.C. BOX CULV. Dismentling of existing structure like culvert,bridge,retaining walls and other structure composing of brick masonry including disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000m as per Technical Specification Clause 202. II. By manual means. (B) Cement morter

Earth work 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 other deleterious matter, dressing of sides and bottom, backfilling the excavated suitable material.

Sand filling in Foundation Trenches as per Drawing & Technical Specification Clause 305.3.9

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203 A. With crushed stone (i) PCC Grade M10 (1:3:6) In foundation

Providing concrete for plain/reinforced cement concrete in open foundation complete as per drawing and technical specification Clause 802,803,1202 & 1203 (iv) RCC Grade M20 (1:2:4) In foundation

Plain/reinforced cement concrete in Substructure complete as per drawing and technical specification Clause 802,804,805,806,807,1202 and 1204.

Plain/reinforced cement concrete in Substructure complete as per drawing and technical specification Clause 802,804,805,806,807,1202 and 1204. (I) RCC Grade M20 (1:2:4) Hight up to 5m

Supplying,fitting and placing TMT bar reinforcement in foundation complete as per Drawing and Technical Specification Clause 1000 and 1202.

Supplying,fitting and placing TMT bar reinforcement (Fe 415) in Substructure complete as per Drawing and Technical Specification Clause 1002,1005,1010 & 1202.

Supplying,fitting and placing TMT bar reinforcement in superstructure complete as per Drawing and Technical Specification Clause 1002,1010 and 1202.

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing foce complete as per Technical Specification Clause 614,709,1204.3.7

Backfilling behind abutment,wing wall and return wall complete as per drawing and Technical Specification Clause 1204.3.8

HPC NP3 Earthwork in excavation for foundation of structures upto 3m depth as per drawing and technical specifications Clause 1104 including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.

PCC M10 (1:3:6 nominal mix) in levelling course below open foundation of Head walls as per drawings & Technical Specification Clause 1109

Bedding for pipe (ii) Type B(First Class) Bedding Laying (First Class) bedding on well compacted sand moorum as per Clause 1105(ii) (ii) Granular Material

Providing & laying reinforced cement concrete 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 masonry works in head walls and parapets Clause 1106 (B) 1000 mm dia

Providing concrete for plain/reinforced concrete in open foundations complete as per drawing and technical specifications clause 802, 803, 1202 & 1203. II. P.C.C. grade M-15 (i) nominal mix (1:2.5:5)

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

Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Manoj Deka

M/S Archangel Group