CRC-DDTRD-196- Rodali Path Sector-D

Amount

Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50m as per Technical Specification Clause 302.3(Manual method should be adopted where machines cannot be deployed due to site condition)

Removal of unsuitable soil including excavation , loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil , which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11

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 with lead upto 1000 m as per Technical Specification Clause 303.1

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 to fill-up the interstices of coarse aggregate, watering and compacting to the requires density Grading 3 as per Technical Specification Clause 405. Qnty:As per statement-III

Providing and laying interlocking concrete block pavement with M40 grade of concrete blocks having thickness 60 mm as per Technical specification clause 1504 complete including carriage.including Edge restraints.

Road marking with Hot applied thermoplastic compound reflectorising glass beadon bituminous surface (Providing and laying of hot applied thermoplastic compound with reflectorising glass beads 2.5mm thick including reflectorising glass beads @ 250 gms per sqm area,thickness 9of 2.5 mm is exclusve of surface applied glass beads as per IRC:35 and consisting of profile marking,zebra line marking and rain line marking or as directed by department.The finished surface to be level , uniform and free from streaks and holes and conforming to the MORT&H's specification)

RCC Load Bearing Drain(0.90 m x 0.90 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 unsuitable soil including excavation , loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil , which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble floorig complete as per drawing and technical specification Clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802 , 803,1202 &1203 A0 with crushed stone , PCC Gr.M15

Plain/Reinforced cement concrete , in sub-structure complete as per drawing and technical specification and steel shuttering formwork etc. RCC grade M20 a) Height upto 5m using concrete mixture.Base , wall , slab

Reinforcement , Supplying , fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specification (i) TMT -IS 1786 (Fe 500 D) Secondary producer (ISI approved) 10mm Main bar in Base @150mm c/c 10mm Distr.bar in Base @150 mm c/c 10 mm Main bar of wall @ 150 mm c/c 10 mm Distr.bar of wall @150 mm c/c 12mm Main bar in slab @ 150mm c/c 10 mm Distr.bar in slab @150 mm c/c.

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.

Back filling behind abutment , wing wall and return wall complete as per drawing and Technical Specification B) Sandy material

RCC Load Bearing Drain(1.2 m x 1.2 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 unsuitable soil including excavation , loading and disposal upto 1000 m lead but excluding compaction ground supporting embankment subgrade replacement by suitable soil , which shall be paid separately as per clause 303.5.2 as per Technical Specification Clause 302.3.11

Providing and laying of dry rubble floorig complete as per drawing and technical specification Clause 1303.3

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802 , 803,1202 &1203 A0 with crushed stone , PCC Gr.M15

Plain/Reinforced cement concrete , in sub-structure complete as per drawing and technical specification and steel shuttering formwork etc. RCC grade M20 a) Height upto 5m using concrete mixture.Base , wall , slab

Reinforcement , Supplying , fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specification (i) TMT -IS 1786 (Fe 500 D) Secondary producer (ISI approved) 10mm Main bar in Base @150mm c/c 10mm Distr.bar in Base @150 mm c/c 10 mm Main bar of wall @ 150 mm c/c 10 mm Distr.bar of wall @150 mm c/c 12mm Main bar in slab @ 150mm c/c 10 mm Distr.bar in slab @150 mm c/c.

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.

Back filling behind abutment , wing wall and return wall complete as per drawing and Technical Specification B) Sandy material

RCC Open Drain : 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 with Disposal upto 1000 metres (Removal of unserviceable soil including excavation , loading and disposal upto 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per clause 305)

Dry Rubble Flooring : Construction of dry rubble flooring at cross drainage works for relatively less important works

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

Stone masonry work in cement mortar 1:3 for substructure complete as per drawing and technical specifications.(A) Random rubble masonry

Loading and unloading by manual means (B) Stone Aggregates

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.

Plastering with cement mortar (1:3) on brickwork in sub-structure as per Technical Specifications.

Back filling behind abutment , wing wall and return wall complete as per drawing and Technical Specification B) Sandy material

Public Entrance Slab : Supplying , fitting and placing TMT bar reinforcement in sub-structure complete as per drawing and technical specifications.

Plain/Reinforced cement concrete , in sub-structure complete as per drawing and technical specification and steel shuttering formwork etc. RCC grade M20 a) Height upto 5m

SRI SWADIP GOHAIN (BID ID -260913)