Udl/AD/19-20/02 Improvement /Upgradation of CC Block of Sikaridanga to Bhairabakunda East Bank Picnic Spot, Mazbat

Amount

Clearing and grubbing road land including uprooting wild vegetation, grass, bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps of such trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm in thickness as per Technical Specification Clause 201.

Construction of embankment with approved material obtained from borrow pits with a lift upto 1.5 m, transporting to site, spreading, grading to required slope and compacting to meet requirement of Tables 300.1 and 300.2 with a lead upto 1000 m as per Technical Specification Clause 301.5

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. (ii) For Grading-II 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 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 required density Grading 3 as per Technical Specification Clause 405. A) By Manual means iii) Grading-III (c) Using stone screening Type-B 11.2mm

Providing and laying interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. Including Edge restrains and carriage)

Providing and laying Coloured interlocking concrete block pavement (M40) having thickness 80mm as per technical specification clause 1504 complete including carriage. A) Coloured including Edge block/Edge restraints

Planting of Trees and their Maintenance for three Year (Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge mannure, planting the saplings, backfilling the trenches, watering , fixing the tree guatrd and maintaining the plants for three year.

Construction of RCC Slab Culvert 8.00 m Span as per approved drawing and design (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.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B.With Natural Gravel I. P.C.C. grade M 10 (i) Nominal Mix 1:3:6

Providing concrete for plain/reinforced concret in open foundation complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 A. With Natural Gravel (II) PCC Grade M-15 (nominal mix 1:2:5:5

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel (ii) PCC Grade 15 9i) Nominal mix 1:2:5:5

Suppplying fitting and placing TMT (Fe-500 D) reinforcement in super structure as per drawing and technical specification clause 1002, 1010, 1202

Supplying, fitting and placing TMT (Fe 500 D) bar reinforcement in super structure complete as per drawing and technical specification clause 1002, 1010 & 1202

Providing and laying Cement concrete in super structure as per drawing and technical specification clauses 800, 1205.4 & 1205.5 A. With Natural Gravel (II) RCC Grade M-20 (I) For nominal mix 1:2:4 (a) Height up to 5.00 M Deck Slab Kerb

Providing and laying cement concrete wearing course M 30 grade including reinforcement complete as per drawing and technical specifications Clauses 800 and 1206.3

Drainage spout complete as per drawing and technical specification clause 1209

Providing weepholes in brick masonry/stone masonry, plain/reinforced concrete abutment, wing wall, return wall with 100 mm dia AC pipe extending through the full width of the structures with slope of 1(V):20(H) towards drawing face complete as per drawing and technical specification Clauses 614, 709, 1204.3.7

Providing and fixing in position pipe railing consisting of IS Rolled steel joist posts designation IS MB 100 (100x75) at 2.5 m interval and three rows of 50 mm dia steel pipes (light) including fixing in position on bridge deck complete as per drawing and technical specifications Clause 1208.2

Filler Joint : Providing and fixing 20 mm thick compressible fibre board in running expansion joint complete as per drawing and Technical Specifications

Backfilling behind abutment, wing wall and return wall complete as per drawings & technical specification Clause 1204.3.8

Construction of 1000mm dia HPC Single raw NP3 as per approval drawing and design (Earth work in excavation for structures as per drawing and technical specification Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps and other deleterious material and disposal upto a lead of 50 m dressing of sides.

Providing concrete for plain/reinforced concrete in open foundations complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With Natural Gravel (i) PCC Grade M 10 Nominal Mix 1:3:6

Bedding for pipe, Type B (Ist Class) Bedding Laying (First Class) Bedding on well compected Granular material

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 B. With Natural Gravel (ii) PCC Grade 15 9i) Nominal mix 1:2:5:5

Providing and laying reinforced cement concrete pipe NP3 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 and masonry works in head walls and parapets Clause 1106. 1000 mm dia

1st Year Maintenance Cost

2nd Year Maintenance Cost

3rd Year Maintenance Cost

NELSON BASUMATARY