Sat Bhani Path under SOPD(G)

Amount

Removal of Unserviceable Soil with Disposal upto 1000 metres (Removal of unserviceable soil including excavation, loading and disposal upto 1000 metres lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.) Removal of debrises from road side to place of disposal inluding- Cost of Haulage Excluding Loading and Unloading Place of disposal is 20km from the work site

Construction of embankment with approved materials obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2 (including land compensation of earth) (Including cost of testing of materials at site and laboratory as directed by the Deptt.). (a) From Private Land

Granular Sub-Base with Coarse Graded Material (Table : 400-2) Construction of Granular Sub Base (GSB) by providing coarse graded materials, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per cl.401 (with an initial lead of 5 Km.) (ii) for Grading-II Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B) By mechanical mean Grading-II material c)Using Screening Type-B (11.2mm Agg.)

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening Type-B/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with an initial lead of 5.0 km. ) B) By mechanical means Grading-III material b) Using Screening Type-B (11.2mm Agg.)

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete as per technical specification and as directed. a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm. a) 80mm thick interlocking precast blocks having compressive strength of 40N/sq.mm.

Providing and laying M-40 grade cement concrete Edge block /edge restraints complete as per Technical specification clause 1504 Sub bye lane Qty. 1 x 400.00 x 0.10 x 0.11

Excavation for Structures (Earth work in excavation of foundation of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. B. Mechanical meansI. Without dewatering a) Depth up to 3 m

Construction of Dry flooring and cross drainage work for relatively less important works, Under Drain bed

Plain Cement Concrete 1:3:6 nominal mix in foundation withncrushed stone aggregate 40 mm nominal size mechanically mixed place in foundation and complete as per drawing and technical specification = 435.00 x 1.50 x 0.15

Plain Reinforced Cement Concrete in substructure complete as per drawing and technical specification., RCC grade M-20

Supplying fitting and placing uncoated TMT reinforcement in sub structure complete as per drawing and technical specification Base

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/ return wall with 100mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing force . Complete as per drawing and technical s

Sand filling in foundation trenches as per drawing & specification

Ritesh Kumar Jain