SOPD_G_20_21_79 Improvement of road from (1) PMGSY road at Kania Engti village to Saijang , (2) Sukhanjan Lakhijan PWD road to Bormanthi via Rongkimi, (3) NH-39 to Dumukhiya road via Bokajan College, (4) NH-39 to Dilawjan road at Dilawjan High School

Amount

Clearing and grubbing road land including uprooting rank vegetation, grass bushes, shurbs, sapling and trees girth up to 300 mm, removal of stumps of tree cut earlier and disposal of unseviable materials to be used or auctioned up to lead of 1000 m including removal and disposal of top organic soil not exceeding 150 mm thickness I) By mechanial means. I. In area of non thorny jungle

Construction of sub-grade and earthen shoulder with approved materials obtained from borrowing pits with all lifts and transporting to site , spreading, grading to required slope and compacting to meet requirement of table 300-2. ( Area as per Typical cross Section)

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 three wheel 80-10 kn static roller to achieve the desired density, complete as per technical specification cause 402.

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 8-10 tonnes in stages to proper grade and camber, applying and brooming stone screening/ binding material to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density grading -2 as per technical specification cause 405. (A) By Manual Means.

Providing and laying sheded interlocking concrete block pavement M40 having thickness 80 mm as per IS 1504 ( Including of edge restraint and carriage )

Construction of unlined surface drains of average cross sectional area 0.40 Sqm in soil to specified lines, grades, level and dimensions to the requirement of clause 301 and 309 Excavated material to be used in embankment within a lead of 50 m. (B) Mechanical means

(Construction of HP culvert ( Single row )Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom

Plain cement concrete concrete 1:3:6 nomial mix in foundation with crushed stone aggregates 40 mm nomial size mechanically mix placed in foundation

Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia

Brick Masonry Work in cement mortar in foundation of Head walls completeexculding pointing and plastering as per drawing and technical specification Clause 1109,Brick masonry in 1:4, cement morter.

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Loosening of the ground upto a level of 300 mm below the sub grade level, watered, graded and compacted in layer to meet requirement to table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2

Construction of sub-grade and earthen shoulder with approved materials obtained from borrowing pits with all lifts and transporting to site , spreading, grading to required slope and compacting to meet requirement of table 300-2. ( Area as per Typical cross Section)

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 three wheel 80-10 kn static roller to achieve the desired density, complete as per technical specification cause 402.

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 8-10 tonnes in stages to proper grade and camber, applying and brooming stone screening/ binding material to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density grading -2 as per technical specification cause 405. (A) By Manual Means. ,Grading- III. Using Screening Type-B (11.2mm Agg).

Providing and laying sheded interlocking concrete block pavement M40 having thickness 80 mm as per IS 1504 ( Including of edge restraint and carriage )

(Construction of HP culvert ( Single row ) Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom

Plain cement concrete concrete 1:3:6 nomial mix in foundation with crushed stone aggregates 40 mm nomial size mechanically mix placed in foundation

Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia

Brick Masonry Work in cement mortar in foundation of Head walls completeexculding pointing and plastering as per drawing and technical specification Clause 1109,Brick masonry in 1:4, cement morter.

Plastering with Cement Mortar (1:4), 15 mm thick on brickwork in substructure as per technical specification

Loosening of the ground upto a level of 300 mm below the sub grade level, watered, graded and compacted in layer to meet requirement to table 300.1 and 300.2 for sub grade construction as per Technical Specification Clause 303.5.2

Construction of sub-grade and earthen shoulder with approved materials obtained from borrowing pits with all lifts and transporting to site , spreading, grading to required slope and compacting to meet requirement of table 300-2. ( Area as per Typical cross Section)

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 three wheel 80-10 kn static roller to achieve the desired density, complete as per technical specification cause 402.

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 8-10 tonnes in stages to proper grade and camber, applying and brooming stone screening/ binding material to fill up the interstices of coarse aggregate,watering and compacting to the reqd. density grading -2 as per technical specification cause 405. (A) By Manual Means. ,Grading- III. Using Screening Type-B (11.2mm Agg).

Providing and laying sheded interlocking concrete block pavement M40 having thickness 80 mm as per IS 1504 ( Including of edge restraint and carriage )

Construction of side drain, construction unlined pucca side drain by proving brick work and plastering.

Clearing and Grubbing road land Including Uprooting Vegetation, Grass, bushes, shrubs, sapling and tress of girth up to 300mm, removal of stumps of such trees cut earlier and disposal of unserviceable material and stacking of serviceable material to be used or auctioned up to a lead of 1000m icludinding rewmoval and disposal of top organic soil not exceeding 150mm in thickness as per tachnical specification clause 201 (By manual means, in non thorny jungle)

Construction of subgrade and earthen shoulders with approved materials obtained from borrow pits with all lift and leads transporting to site, spreadin , grading to required slope and compacting to meet requirement of tables 300.2 with a lead upto 1000m as per Technical Specification Clause 303.1 . (ii) Govt. land

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/binding materials to fill-up the interstices of coarse aggregate, watering and compacting to the required density grading 3 as per Technical Specification Clause 405.

Providing and laying interlocking concrete block pavement having thickness 80mm as per technical specification clause 1504

(Construction of HP culvert ) Earthwork in excavation for foundation of structures upto 3 m depth as per drawing and technical specification Clause 1104 includding setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom

Plain cement concrete concrete 1:3:6 nomial mix in foundation with crushed stone aggregates 40 mm nomial size mechanically mix placed in foundation

Providing and laying reinforced cement concrete pipe NP3 for culverts on first classbedding of granular material in single row including fixing collar with cement mortar1:2 but excluding excavation, protection works, backfilling, concrete and masonry works in head walls and parapets Clause 1106. 1000mm dia

Providing & laying reinforced cement concrete in foundation complete with crushed stone , PCC Grade M-15

Providing & laying dry rubble masonry complete as per drawing and technical specification Cl.

Puja Construction