Construction of a paved road from Village Katroi Thakuran to Village Katroi Buzurg Development Block Majhgawan

BOQ

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

Dismentaling of old B.O.E. soling and stacking of dismentaled bricks at site required for proper completion of the work as directed by E/I…… as per Sl No. ( Non Shedule item 1)

Brick soling with straight over burnt bricks laid on edge and dry (labour only) including preparation of sub-grade to prescribed camber, filling joints with local earth, spreading blinding coat 1 cm. (3/8") depth of local earth over the entire surface and including labour and T&P etc. but excluding of all material required for proper completion of the work. as per sl no. 786

Excavation in foundation in ordinary soil, loame, clay or sand inculuding lift upto 1.5 m & lead upto 30m including filling watering & ramming of excavated earth into the trenches or into the space between the building & the sides of foundation trenches or in to the plinth removal & disposal of surplus earth as directed by the engineer in charge upto a distance of 30mfrom the foundation trenches. SI. No. 251.

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.

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 material to fill up the interstics of coarse aggregate, watering and compacting to the required dencity . Grading - II ( with 45-63 mm size stone ballast) As per technical specification clause 405.

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 material to fill up the interstics of coarse aggregate, watering and compacting to the required dencity . Grading - III ( with 22.40-53 mm size stone ballast) As per technical specification clause 405.

Providing and applying primer coat with bitumen emulsion (SS-1) on prepared surface of granular base including cleaning of road surface and spraying primer at the rate of 0.70 kg/sqm using mechanical means as per Technical Specification Clause 502

Providing and applying Tack coat with bitumen VG- 10) using Bitumen distributor @ 0.35 kg. per Sqm. On the prepared granuler surface treated with priner & cleaned with Hydaulic broom as per Technical Specification Clause 503.