KXJ_ KRRD_SOPD(ODS)_TE_18-19_01

Amount

Putni Market to Putni LP School Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

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.) a) from private land

Granular sub-base with coarse graded Material (Table: 400-2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 grading- II Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with all lead) By Manual Means Grading- III Using Screening Type-B (11.2mm Agg.)

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

Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines & grade etc as per approved design & technical specification Clause 307

Cross drainage work : (HP NP3 1000mm) Earthwork in excavation for structures as per drawing and technical specification Cl 305.1 including setting out , construction of shoring and bracing , removal of stumps and other deleterious materials and disposal upto a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated materials , Ordinary Soil i) upto 3m depth

Providing cement concrete for plain/reinforcement concrete in open foundatioin complete as per drawing and technical specification Cl. 802, 803, 1202 & 1203 (PCC Grade M10) i) Nominal Mix a:3:6 (hand mix)

Providing cement concrete for plain/reinforcement concrete in open foundatioin complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202, 1204 PCC M15

Providing cement concrete for plain/reinforcement concrete in substructure complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202, 1204, PCC M15

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. (B) 1000 mm dia

Plastering with cement mortar (1:4) , 15 mm thick on brick work in substructure as per drawing and technical specification

Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Piplapool to Taraknath’s House (Ch. 0.00m to 1000m) Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirment of table 300-2 ( Including cost of testing of materials at site and laboratory as directed by the deptt.) (a) from private land

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.) a) from private land

Granular sub-base with coarse graded Material (Table: 400-2) (Construction of granular sub-base by providing coarse 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 vibratory roller to achieve the desired density,complete as per cl. 401 grading- II Material

Water Bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes in stages to proper grade and camber, applying and brooming requisite type of screening/binding material to fillup the interstices of coarse aggregate,watering and compacting to the reqd. density ( with all lead) By Manual Means Grading- III Using Screening Type-B (11.2mm Agg.)

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

Construction of unlined surface drains of average cross sectional area 0.40 sqm in ordinary rock to specified lines & grade etc as per approved design & technical specification Clause 307

Cross drainage work : (HP NP3 1000mm) Earthwork in excavation for structures as per drawing and technical specification Cl 305.1 including setting out , construction of shoring and bracing , removal of stumps and other deleterious materials and disposal upto a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated materials , Ordinary Soil i) upto 3m depth

Providing cement concrete for plain/reinforcement concrete in open foundatioin complete as per drawing and technical specification Cl. 802, 803, 1202 & 1203 (PCC Grade M10) i) Nominal Mix 1:3:6 (hand mix)

Providing cement concrete for plain/reinforcement concrete in open foundatioin complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202, 1204 PCC M15

Providing cement concrete for plain/reinforcement concrete in substructure complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202, 1204, PCC M15

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. (B) 1000 mm dia

Plastering with cement mortar (1:4) , 15 mm thick on brick work in substructure as per drawing and technical specification

Slab Culvert (L=5.0m) Earthwork in excavation for structures as per drawing and technical specification Cl 305.1 including setting out , construction of shoring and bracing , removal of stumps and other deleterious materials and disposal upto a lead of 50 m dressing of sides and bottom and back filling in trenches with excavated materials , Ordinary Soil i) upto 3m depth

Providing cement concrete for plain/reinforcement concrete in open foundatioin complete as per drawing and technical specification Cl. 802, 803, 1202 & 1203 (PCC Grade M10) i) Nominal Mix 1: 3:6 1) With Crushed stone Aggregate

Providing cement concrete for plain/reinforcement concrete in substructure complete as per drawing and technical specification Cl. 802, 804, 805, 806, 807, 1202, 1204 1) PCC M15 i) Nominal Mix 1: 3:6 1) With Crushed stone Aggregate

Providing cement concrete for plain/reinforcement concrete in substructure complete as per drawing and technical specification iv) RCC Grade M25 , Nominal Mix

Providing cement concrete for plain/reinforcement concrete in superstructure complete as per drawing and technical specification Clauses : 1500,1600 and 1700 iv) RCC Grade M25 , Nominal Mix Ht. upto 5m

Supplying , fitting and fixing TMT bar reinforcement in super structure omplete as per drawing and technical specification Clauses 1002,1010 and 1202

Providing weep holes in brick masonary/stone masonary , plain/reinforced concrete abutment , wing wall , return wall with 100mmdia AC pipe extending through the full width of the structure with slopes of 1(V):20(H) towards drawing face concrete as per drawing and technical specification Clauses 614,709,1204,3.7

Providing and fixing of typical informatory sign board with Logo as per MORD specifications and drawing. Three MS Plates of 1.6 mm thick, top and middle plate duly welded with MS flat iron 25mm x 5m size on back on edges. The lower plate will be welded with MS angle iron frame of 25mm x 25mm x 5mm. The angle iron frame of the lower most plate and flat iron frame of middle plate will be welded to 2 nos. 75mm x 75 mm of 12 SWG sheet tubes posts duly embedded in cement concrete M-15 grade blocks of 450mm x 450mm x 600mm, 600mm below ground level. The top most diamond plate will be welded to middle plate by 47mm x 47mm of 12 SWG steel plate tube. All M.S. will be stove enameled on both sides. Lettering and printing arrows, border etc. will be painted with ready mixed synthetic enamel paint of superior quality in required shade and colour. All sections of framed posts and steel tube will be painted with primer and two coats of epoxy paint as per drawing Clause 1701 and Annexure 1700.1

Aysha Parvin Choudhury