construction of butuminius Road on Right bank of Mat Feeder from km. 0.050 to 7.400,

Amount

Uprooting jhunds and moonjs with back filling dressing with proper disposal etc.

Earth work in excavation in ordinary soil, excavation to be in the form of irregular pitsinclidding 1.5 m lift and 30 m lead. Etc. complete.

Laying c.c. 1:4:8 with C.M. with all cost of material, labour and t&p etc complete.

M-100 Brick work for protection wall in 1:4 cement and coarsand mortar with all cost of material, labour and t&p etc complete.

12 mm thick cement plaster in 1:4 with all cost of material, labour and t&p etc. complete

Earth work in filling with lead upto 600 m & lift upto 1.5 m I/C compaction & dressing

Construction of sub-base by compacting stone aggregates of 45-90 mm size 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 63-45 mm size 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 aggregae, watering and compacting to the required density grading 2 as per technical specification clause 405

Providing ,Laying ,spreading and compacting stone aggregates of 53-22.4 mm size 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 aggregae, watering and compacting to the required density grading 3 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 grade pressure distributor at the rate of 0.30 kg per sqm on the prepared granular surfaces treated with primer & cleaned with Hydraulic broom as per Technical Specification Clause 503.

Providing, laying and rolling of open-graded premix carpet of 20 mm thickness composed of 13.2 mm to 5.6 mm aggregates using V.G.-10 to required line, grade and level to serve as wearing course on a previously prepared base, including mixing in a suitable plant laying and rolling with a three wheel 80-100 kN static roller capacity, finished to required level and grades as per technical specification clause 508.

Providing and laying seal coat by manual means with VG-10 Grade Bitumen sealing the voids in a bituminous surface laid to the specified levels, grade and cross fall using Type C as per Technical Specification Clause 510

Brick edging on both side o road of M-150 brick 7 cm. wide 11 cm deep, laid with mud mortar including labour & supply of bricks finished to the required template and in proper alignment and also including dressing and ramming the excavated earth etc. as per PWD SOR Item No. 765

PPS BUILDERS PRIVATE LIMITED

VIPIN KUMAR SHARMA

M/S AJAY KUMAR

M/s VIJAY ASSOCIATE

NARENDRA CONSTRUCTION