SOPD_G_21_22_42 Construction of road from Kulicherra Bailey Bridge Approach Road to Kulicherra Bazar Sachins Shop via Bagewalla Barman Basti (Tulartol) (Group-C) (Assam-Mizoram Border) under SOPD-G for the year 2021-22, Dholai LAC

Amount

Excavation in soil in Hilly Area by mechanical means including cutting and trimming of side slopes and disposing of excavated earth with a lift upto 1.5 m and a lead upto 20 m as per Technical Specification Clause 1603.1

Embankment Construction with Material Obtained from Borrow Pits (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 (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.), (A) Private Land

Granular Sub-Base with Coarse Graded Material ( Table:- 400.1) (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

WBM Grading 3 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. (B) By Mechanical Means

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

Painting two coats including prime coat with epoxy paint of approved brand on concrete/ steel surfaces after through cleaning of surface to give an even shade as per drawing and Technical Specification Clause 1701

Traffic Signs Providing and fixing of retro-reflectorised cautionary, mandatory and informatory sign as per IRC:67 made of encapsulated lens type reflective sheeting vide Clause 1701.2.3, fixed over aluminium sheeting, 1.5 mm thick supported on GI Pipe 50mm dia firmly fixed to the ground by means of properly designed foundation with M-15 grade cement concrete 450 mm x 450 mm x 600 mm, 600 mm below ground level as per drawing and Technical Specification Clause 1701. (iv) 80cm x 60 cm rectangular

1000 mm dia NP-3 HP Culvert (16 Nos.):- Excavation for structures, Earth Work in excavation for structures as per drawing and technical specification Cl: 305.1, including setting pot, construction of shoring and bracing, removal of slumps and others deleterious materials and disposal upto a lead of 50 m., dressing of sides and bottom and backfilling in trenches with excavated suitables materials. Ordinary Soil (i) Upto 3.00 m depth

Providing Concrete for Plain/Reinforced cement concrete in open foundation and as per relevant Cl. 802,803,1202 & 1203 (PCC Grade M-10) nominal mix (1:3:6) (Hand Mix)

Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel III PCC M-20

Providing and laying RCC pipe NP-3 as per designed in single row for culvert 1st class Bedding of granular materials including fixing of collars with cement mortar 1:2 as per Cl No.1106.

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

600 mm dia NP-3 HP Culvert (2nos):- Excavation for structures, Earth Work in excavation for structures as per drawing and technical specification Cl: 305.1, including setting pot, construction of shoring and bracing, removal of slumps and others deleterious materials and disposal upto a lead of 50 m., dressing of sides and bottom and backfilling in trenches with excavated suitables materials. Ordinary Soil (i) Upto 3.00 m depth

Providing Concrete for Plain/Reinforced cement concrete in open foundation and as per relevant Cl. 802,803,1202 & 1203 (PCC Grade M-10) nominal mix (1:3:6)

Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel III PCC M-20

Providing and Laying Reinforced Cement Concrete Pipe NP3 as per design in Single Row Providing and laying reinforced cement concrete pipe NP3 for culverts on first class bedding (B) 600 mm dia

Plastering with cement mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification Clauses 613.4 & 1204

RCC Drain:- Excavation for structures, Earth Work in excavation for structures as per drawing and technical specification Cl: 305.1, including setting pot, construction of shoring and bracing, removal of slumps and others deleterious materials and disposal upto a lead of 50 m., dressing of sides and bottom and backfilling in trenches with excavated suitables materials. Ordinary Soil (i) Upto 3.00 m depth

Providing Concrete for Plain/Reinforced cement concrete in open foundation and as per relevant Cl. 802,803,1202 & 1203 (PCC Grade M-10) nominal mix (1:3:6) (Hand Mix)

Providing concrete for plain/reinforced concrete in substructure complete as per drawings and technical specifications Clause 802, 803, 1202 & 1203 B. With natural gravel III PCC M-20

Supplying, fitting and placing TMT bar reinforcement (Fe 500-D) (from primary producer: TATA/ SAIL/ Esser Steel/ Jindal Steel/ Shyam Steel/ RINL) in substructure complete as per drawings and technical specification Clauses 1002, 1005, 1010 & 1202

Construction of unlined surface drains of average crosssectional area 0.40 sqm in soil to specified lines, grades, levelsand dimensions. Exc av at ed mat erial to be used in embankment with a lift upto 3m and lead of 50 m (average lead 25 m) as per T echnical Specification Clause 307.