SOPD(G)/JRRD/JOR/11

Amount

Excavation for roadway in marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5 m and lead upto 1000 m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.6.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5m, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300.1 and 300.2 with a lead upto 1000m as per technical specification clause 301.5 (i) Private Land

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required sloep and compacted to meet requirement of table 300.2 with lead upto 1000m as per technical specification clause 303.1 (I) Private Land

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 ii. Earthfilling for Marshy 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 (I) For Grading II Material

WBM Grading III 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 requied density grading 2 as per technical specification clause 405.

Providing and laying of Interlocking Concrete Block Pavement (ICBP) with cement concrete paving blocks as per IS:15658-2006 of thickness 80mm and 28 days compressive strength not less than 140 N/mm2 over a layer of bedding sand of compacted thickness 30mm laid over prepared base complying to grading specified in Table 1500.6. Blocks are to be laid either stretcher/running/herringbone pattern of bonds as directed by the engineer and are to be laid to proper level and grade and compacted with appropriate equipment such as plate vibrator along with spreading of a thin layer of joint filling sand complying to grading specifed in Table 1500-6 to fill up the gaps between blocks excluding construction of edge restraint on either edges complete as per drawings and Thecnical Specification Clause 1504.

(A) RCC. Guard Post: Supplying,fitting and fixing RCC guard post size 15 cm dia,150cm long,75cm above the ground and 75cm below the ground, with 4- 12mm Tor steel main steel and 6mm MS stirrups at 30cm c/c tied in position with annealed black wire, cement concrete proportin 1:2:4 with broken stone aggregate up to 20mm size including centering,mouldingthe top.curing,paintedblack and white alternately in 23cm strips upto 0.75m from the top having reflective band 2 nos. of desired shade etc. as per design and direction complete. (S.O.R. 2013-14) (ii) 30cm dia 6-12mm To bar

Direction and place identification signs more than 0.90 sqm sign board Providing and erecting direction and place identification of semi reflective sign boards as per IRC-67 made of 2 mm thick M.S. Sheet duly stove enameled paint white colour in front and grey colour on back with reflective border of 70 mm width and required message, letters, figures with reflective tape of engineering grade as per MORD specifications of required shade and colour. Supported and welded on two nos. 47 mm x 47 mm of 12 SWG square tube of 3050 mm height duly strengthened by 25 mm x 5 mm MS flat iron on edges on back firmly fixed to the ground by means of properly designed foundations with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per approved drawing and Technical Specification Clause 1701

Providing and fixing of semi reflective cautionary, mandatory and informatory sign board as per IRC:67 made of 1.5 mm thick MS Sheet duly stove white colour in front and gray colour on back with red reflective border of 65 mm width and required letters and figures 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 47mm x 47 mm x 12 SWG sheet tube firmly fixed to the ground by mean of properly designed foundations with M-15 grade cement concrete 450x450x600 mm, 600 mm below ground level as per approved drawing Clause 1701.2.2

Granular Material (ii) Type B (First Class) Bedding Laying (First Class) bedding on well compacted sand, mooram or approved granular material as per Clause 1105 (ii) ( For 2 Nos. H.P.C. = 2 X 30.00 X 3.80 X 0.30 = 68.40 cum)

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per Design in Double Row- Providing and 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. (A)1200 mm dia ( 2 Nos. x 30.00m Each )

M/s K.R. Construction Co.

DIPEN GOGOI