CRC-DDTRD-197- Jonaki Path

Amount

Removal of unserviceable soil including excavation , loading and disposal upto 1000.00 m lead but excluding replacement of suitable soil which shall be paid separately. Qty as per statement no. 2

Construction of embankment with approved materials obtained from borrow pits , with all lead & lift 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 material at site & laboratory as directed by the department.Qty. as per statement no. 2

Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads , transporting to site , spreading , grading to required slope and compacted to meet requirement of Table 300.2 (including compensation of earth) (a) (Including cost of testing of materials at site and laboratory as directed by the deptt.)

Construction of granular sub-base by providing close 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 vibratory roller to achieve the desired density , complete as per Clause 401(with an initial lead of 5 KM) For Grading I material.

Providing , laying,spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing,rolling with 3-wheels steel/vibratory roller 8-10 tonnes in stages to proper grade and camber , applying and brooming requisite type of screening/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the requires density(with an initial lead of 5 km)(i) Hand broken metal from blasted shoulder Gr. III Metal

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.

RCC Load Bearing Drain(0.85 m x 1.20 m): Excavation for structures(Earthwork in excavation of foundation of structure 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 bottomj and backfilling with approved materials.1.Ordinary soil A)Mechanical means (i) upto 3.00 m depth.

Removal of unserviceable soil including excavation , loading and disposal upto 1000 m lead but excluding replacement of suitable soil , which shall be paid separately .

Construction of dry flooring and cross drainage works for relatively less important works.Under Drain bed.

Plain Cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40-mm nominal size mechanically mixed , placed in foundation and compacted by vibration including curing for 14 days

Plain/Reinforced cement concrete , in sub-structure complete as per drawing and technical specification RCC grade M20 .Base , wall , slab

Supplying , fitting and placing uncoated TMT bar reinforcement in sub-structure complete as per drawing and technical specification Base : 10mm dia@150mm c/c Binder: 10 mm dia @ 150mm c/c Wall vertical : 12mm dia @ 125c/c Wall Binder : 10 mm dia @125 c/c Cover Slab : 12 mm @150 c/c Top and bottom Binder

Weep hole: 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 drain face. Complete the per drawing and technical specification.

Sand filling in foundation trenches as per drawing and Technical Specification. Under Bed.

RCC Outlet Drain(1.3 m x 1.5 m): Excavation for structures(Earthwork in excavation of foundation of structure 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 bottomj and backfilling with approved materials.Ordinary soil A)Manual means (i) upto 3.00 m depth.

Removal of unserviceable soil including excavation , loading and disposal upto 1000 m lead but excluding replacement of suitable soil , which shall be paid separately.

Construction of dry rubble flooring and cross drainage work for relatively less important work under Drain Bed.

Providing cement concrete1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed place in foundation and complete as per drawing and technical specification.

Plain/Reinforced cement concrete , in sub-structure complete as per drawing and technical specification Base , wall , cover slab

Supplying , fitting and placing uncoated TMT bar reinforcement in sub-structure complete as per drawing and technical specification Base : 10mm dia@150mm c/c Binder: 10 mm dia @ 150mm c/c Wall vertical : 12mm dia @ 125c/c Wall Binder : 10 mm dia @125 c/c Cover Slab : 12 mm @150 c/c Top and bottom Binder .

Weep hole: 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 drain face. Complete the per drawing and technical specification.

Sand filling in foundation trenches as per drawing and Technical Specification. Under Bed.

Arfan Ali Ahmed (BID ID -261347)