Balance work for Construction of Main road to village Salgran km 0/00 to 4/500 under PMGSY Package No.HP-07-13

Amount

Providing and Laying, spreading and compacting stone aggregate of 53 mm to 22.4 mm (fifty three millimetre to twenty two point four millimetre) size to water bond macadum specification including spreading uniforms thickness, hand packing, rolling with smooth wheel roller 80-100 KN (Eighty to Hundred Kilo Newton) in stages to proper grade and camber, applying, and brooming, stone screening/ binding materials to fillup the interstices of coarse aggregate, watering, and compacting, to the required density as per technical specification Clause 405 (Clause Four Hundred Five) by all means WBM Grade -III (Water bound Macadam Grade Three). Including hauling/carriage of all labour equipment and material to various locations in site by all mode of transportation to the entire satisfaction as per direction of the Engineer-in-Charge.

Providing and applying primer coat with Bitumen emulsion SS-1 on prepaid surface of granular sub base including cleaning of road surface and spraying primer at the rate of 0.70-1.0 kilogram (zero point seven zero to one point zero kilogram) per square metre using mechanical means as per technical specifications clause 502 (Clause Five Hundred Two). Including hauling/carriage of all labour equipment and material to various locations in site by all mode of transportation to the entire satisfaction as per direction of the Engineer-in-Charge.

Providing and applying tach coat with paving emulsion RS-1 using emulsion distribution at the rate 0.25-0.30(zero point two five to zero point three zero kilogram) kg per square kilometre on the prepared Granular surface created with Primer and clean with hydraulic broom as per technical specification clause 503 (Clause Five Hundred Three). Including hauling/carriage of all labour equipment and material to various locations in site by all mode of transportation to the entire satisfaction as per direction of the Engineer-in-Charge.

Providing and laying and rolling of open - graded premix carpet of 20 mm (twenty millimetre) thickness composed of 13.2 mm to 5.6 mm (thirteen point two to five point six millimetre) aggregates using VG-10 bitumen @ 1.46 kg per sqm (one point four six kilogram per square metere) to required line,grade and level to serve as wearing course on previously prepared base, including mix in suitable plant, laying and rolling with three wheel 80-100 KN (Eighty to Hundred Kilo Newton) static roller capacity, finished to required level and grades to be followed by seal coat type B as per technical specification clause 508 (Clause Five Hundred Eight). Including hauling/carriage of all labour equipment and material to various locations in site by all mode of transportation to the entire satisfaction as per direction of the Engineer-in-Charge.

Providing and laying seal coat sealing the voids in bituminous surface laid to the specified levels, grade and cross fall using type B with bitumen VG-10 at the rate of 0.68 kg per square metre (zero point six eight kilogram per square metre) as per technical specification clause 510 (Clause Five Hundred Ten). Including hauling/carriage of all labour equipment and material to various locations in site by all mode of transportation to the entire satisfaction as per direction of the Engineer-in-Charge.

Providing and Laying Subgrade and earthen shoulder swith approved material obtained from borrow pits with all leads and lifts transporting to site spreading grading to required slope and compacted to meet requirements of table 300.2 (table three hundred point two) with any leads as per technical specification clause 303.1 (Clause Three Hundred Three point One). Including hauling/carriage of all labour equipment and material to various locations in site by all mode of transportation to the entire satisfaction as per direction of the Engineer-in-Charge.

Construction of hill side (V-shaped) drain in accordance with the requirement of structures true to line and grade diamentions and other particulars as per drawing and technical specification clause 1606.1 ( Clause One thousand Six hundered Six point One) in cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded crushed stone aggregate 20 mm (twenty millimetre) nominal size, with thickness of concrete 10 cm (ten centimetre) of size 45 cm X 25 cm (forty five centimetre by twenty five centimetre) including cost of earth work in all kinds of soil and cost of form work with steel plats as per MoRD specification including carriage of materials in all leads and lifts as per the directions of Engineer - in- Charge..

Construction of P.C.C. (Plain Cement Concrete) parapet with cement concrete 1:5:10 ( One cement : Five coarse sand : Ten graded crushed stone aggregate 40 mm (forty millimetre) nominal size, and curing complete and form work as per drawing and technical specification clause 800 and 1208.4 (Clause Eight Hundred and One thousand Two hundred Eight point Four). nominal mix. Including hauling/carriage of all labour equipment and material to various locations in site by all mode of transportation to the entire satisfaction as per direction of the Engineer-in-Charge.

Construction of unlined surface drain of average cross sectional area of 0.40 sqm (zero point four zero square metre)in soil to specified lines, grades, levels and dimensions etc. Including hauling/carriage of all labour equipment and material to various locations in site by all mode of transportation to the entire satisfaction as per direction of the Engineer-in-Charge.

Routine maintenance After completion of construction condition of bit document that is 7 (c) Of contract data to general condition of contact and technical specification of Ministry of rural development for rural roads August 2014 for rural roads including hauling/carriage of all labour equipment and material to various locations all mode of transportation in all leads and lifts to the entire satisfaction as per direction of the Engineer-in-Charge.

For 1st Year

For 2nd Year

For 3rd Year

For 4th Year

for 5 th year

PUSHAP KANT SHARMA CONTRACTOR