Sahajbahal to Budhiapali road_Road_Clearing of Jungle, Potholes repair,renewal coat of SDBC_0.000 to 1.750

Clearing and Grubbing road land incl. uprooting rank vegetation,grass,bushes,shrubs,sapling and tree girth upto 300 mm,removal of stumps of trees cut earlier and disposal of unserviciable materials and stacking of servicable material to be used or auctioned,upto a lead of 1000 metres incl. removal disosal of top organic soil not exceeding 150mm in thickness etc. complete and as per direction of Engineer In Charge

Flank dressing to proper camber etc. Complete and as per direction of Engineer In Charge

Wall painting Two coat with weather coat water based including one coat primer of approved shade on new work to give an even shade

Excavation for roadwork in soil with hydraulic excavator of 0.9 cum bucket capacity including cutting and loading in tippers, trimming bottom and side slopes, in accordance with requirements of lines, grades and cross sections, and transporting to the embamkment location with a lift upto 1.5 m and lead upto 1000 m as per Technical Specification Clause 302.3

Providing and filling clean dry sand of approved quality from approved quarry in foundation and plinth in 9" thick layer well watered and rammed incl. cost,conveyance, royalties and taxes of all materials etc.

Cement Concrete 1:3:6 using 4cm size BHG C.B. metal including cost conveyance royalaties Taxes of all materials etc complete

Cement concrete 1:2.5:5 with 12mm size hard granite metal including watering curing and cost of all labour TandP etc complete.

Laying Reinforced cement concrete pipe NP4 prestressed concrete pipe 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 an

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 drawing and Technical specifications.

Construction of Un reinforced,dowel jointed M 30 Grade cement concrete pavement by semi mechanized method over a prepared sub base with 43 grade cement at the rate 350 kg cum coarse and fine aggregate confirming to IS:383,maximum size of coarse aggregate not exceeding 25 mm,mixed in a batching and mixing plant as per approved mix design,transported to site,laid with a fixed form or slip form paver,spread,compacted and finished in a continous operation etc , curing compound ,finishing to lines and grades as per drawing and as per clause 602 of MoSRTandH Specifications for Road and Bridge works 4th. Revision Taking output = 75 Cum