Sunsali Picnic Spot Approach Road

Amount

Clearing of mud, soil, silt from the road surface / debries from road side drain etc. upto 5.00 KM out side the city complete as directed by the Department.

Scarifying existing bituminous surface to a depth of 50 mm by mechanical means (Scarifying the existing bituminous road surface to a depth of 50 mm and disposal of scarified material with in all lifts and lead upto 1000 metres.)

Dismantling of Structures (Dismantling of existing structures like culverts, bridges, retaining walls and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material,disposal of unserviceable material and stacking the serviceable material with all lift and lead of 1000 metres), Cement Concrete Grade M-15 & M-20

Removal of Unserviceable Soil with Disposal up to 1000 metres. 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 303.5.2 as per Technical Specification Clause 302.3.1 ). Notes:- This item does not include replacement of unsuitable soil by suitable soil replacement,where required,is to be provided and paid seperately under clause 303.5.5

Construction of Subgrade and Earthen Shoulders (Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts & leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of table (300-2) (a), ( Including cost of testing of materials at site and laboratory as directed by the deptt.)

Granular Sub-base with well graded material(Table 400.1)(A) By Mix in place Method: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.(ii) For Grading ii Materials

Water Bound Macadam Sub-base/base(2) WBM Grading 3,using Stone Screening Type-B 22.2mm for Gr-III:Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing packing, rolling 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 aggregate, watering and compacting to the required density grading 2 as per Technical Specification Clause 405 (A) By Manual Means

Inter Locking concrete Block pavement (A)Interlocking pavement block:-Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage(a) Including Edge Block/Edge restraints

Providing and laying Interlocking Concrete Block Pavement (ICBP) conforming to IS:15658-2006 including all lead and lift complete having thickness 80mm as per technical specification clause 1504 complete

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. Manual means , depth up to 3.00 m

Providing and laying dry rubble Flooring 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 and 1203. , A) with crushed stone (II) PCC Gr. M10 , Nominal Mix 1:3:6

Supplying, fitting and placing TMT (Fe 500 D) reinforcement bar ( Other ISI approved TMT reinforcement bar ( SAI/BISCON/THERMAX or equivalent ) in substructure complete as per drawings and technical specification clauses 1002, 1005. 1010 and 1202 .

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803 , 1202 and 1203. , A) with crushed stone (II) PCC Gr. M15 , Nominal Mix 1:3:6

Plain/Reinforced cement concrete, in sub structure complete as per drawing and technical specification and steel shuttering formwork , (E) RCC Gr. M20 , (a) height upto 5.00M , case -I , Using Concrete mixer .

Weep Hole 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 1 V:20 H towards drain face. Complete as per drawing and technical specification.

Back filling behind abutment , wing wall and return wall complete as per Drawing and technical specification. Clause 1204.3.8 (II) sandy materials

Joy Charan Barman