KAM/KRC/SOPD(G)/2024-25/34 Development of parking area at Bhairabi Ashram Kalipur under SOPD-G for the year 2024-25

Amount

Road Works

Clearing and Grubbing Road Land Clearing and grubbing road land including uprooting wild vegetation, grass,bushes, shrubs, saplings and trees of girth upto 300 mm, removal of stumps ofsuch trees cut earlier and disposal of unserviceable materials and stacking of serviceable material to be used or auctioned, upto a lead of 1000 mincludingremoval and disposal of top organic soil not exceeding 150 mm in thickness asper Technical Specification Clause 201.(i) By Manual Means,(a) In area of non thorny jungle

Earthwork in excavation for structures as per drawing and technical specifications Clause 305.1 including setting out, construction of shoring and bracing, removal of stumps andother deleteriousmaterial and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material.I) Ordinary soil Upto 3 m depth

Excavation in Hard Rock, Excavation in Hard Rock (blasting prohibited)Excavation for roadway in hard rock (blasting prohibited) with rock breakers including breaking rock, loading in tippers and disposal with a lift upto 1.5 m and lead upto 200 metres, trimming bottom and side slopes in accordance with requirements of lines, grades and cross- sections as per Technical Specification Clause 302.3.5 .A Manual Means

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 Foot Steps

Laying brick soling layer on prepared sub-grade with brick on end edging according to lines, graded and cross-section shown on the drawing filling joints with sand and earth, spreading 25 mm thick layer of earth over brick soling, watering and rolliing the same with three wheel road roller 80-100 kN as per Technical Specification Clause 412 Side Brick Wall

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pitswith a lift upto 1.5 m, transporting to site, spreading, grading to required slopeand comp g actin to meet requirement ofTables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.5 (ii) Govt. Land Rectangular Portion

Construction of Embankment with Material Obtained from Borrow Pits Construction of embankment with approved material obtained from borrow pitswith a lift upto 1.5 m, transporting to site, spreading, grading to required slopeand comp g actin to meet requirement ofTables 300.1 and 300.2 with a lead upto1000 m as per Technical Specification Clause 301.5 (ii) Govt. Land Triangular Portion

Construction of Subgrade and Earthen Shoulders Construction of subgrade and earthen shoulders with approved material obtainedfrom borrow pits with all lifts and leads, transporting to site, spreading, grading torequired slope and compacted to meet requirement of Table 300.2 with lead upto1000 m as per Technical Specification Clause ,303.1.(ii) Govt. land

Granular Sub-base with Well Graded Material (Table 400.1) (OnlyforPMGSYwork(AByMixinPlaceMethodConstructionofgranular subase by providing welgraded material,spreading in uniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause401.(ii) For Grading II Material Parking

Granular Sub-base with Well Graded Material (Table 400.1) (OnlyforPMGSYwork(AByMixinPlaceMethodConstructionofgranular subase by providing welgraded material,spreading inuniform layers with motor grader on prepared surface, mixing by mix in placemethod with rotavator at OMC, and compacting with smooth wheel roller toachieve the desired density, complete as per Technical Specification Clause401.(ii) For Grading II Material Other Area

II WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizesto 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 therequired density grading 2 as per Technical Specification Clause 405.,A By Manual Means Parking Area

II WBM Grading 2 Using stone screening Type-B 11.2 mm for Gr.II Providing, laying, spreading and compacting stone aggregates of specific sizesto 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 therequired density grading 2 as per Technical Specification Clause 405.,A By Manual Means Other Area for Development

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling I)Main parking

Fillling in foundation trenches as per drawing and technical specification Clause 305.3.9 I Sand filling II) Other Area for Development

Inter locking concrete Block pavement (A) Interlocking pavement block(i) Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints I) Main parking

Inter locking concrete Block pavement (A) Interlocking pavement block(i) Providing and laying interlocking concrete block pavement with M40 grade gradeof concrete blocks having thickness 80mm as per technical specification clause1504 complete including carriage.a) Including Edge block/ Edge restraints II) Other Area for Development

Tubular Steel Railing on Medium Weight Steel Channel (ISMC series) 100 mm x 50 mm Providing, fixing and erecting 50 mm dia steel pipe railing in 3 rows duly paintedon medium weight steel channels (ISMC series) 100 mm x 50 mm, 1.2 m high above ground, 2 m centre-to-centre, complete as per approved drawings Clause 1706

Guard Post Metal Beam Crash Barrier, Type - A: "W" Metal Beam Crash Barrier (Providing and erecting a "W" metal beam crash barrier comprising of 3 mm thick corrugated sheet metal beam rail, 70 cm above road/ground level, fixed on ISMC series channel vertical post, 150 x 75 x 5 mm spaced 2m center to center, 1.8 m high, 1.1m belowground/road level, all steel parts and fitments to be galvanized by hot dipprocess, all fitting to conform to IS:1367 and IS:1364, metal beam rail tobe fixedon the vertical post with a spacer of channel section 150mm x75mm x 5mm, 330mm long complete as per clause 810.)

Construction of L Drain & RCC Beam and Steps

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone,P.C.C. grade M 20.ii) Nominal mix 1:2:4 (Hand mixed)

Brick masonry work in cement mortar in substructure complete excepting pointing and plastering, as per drawing and technical specification Clauses 602, 603, 604, 1202 & 1204 (I) In 1:3 cement mortar

Plastering with cement mortar (1:3 ) on brick work in substructure as per Technical specifications

Supplying, fitting and placing TMT (Fe-500 D)reinforcement bar (Other ISIapproved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone, RCC Grade M 25 i) For height upto 5 m

Backfilling behind abutment, wing wall and return wall complete as perdrawings & technical specification Clause 1204.3.8,I Granular material

Protection Works Providing and laying of dry rubble flooring complete as per drawings and technical specifications Clause 1303.3

Construction of Boulder wall of height 2.5 m.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth cum

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone,P.C.C. grade M 20.ii) Nominal mix 1:2:4 (Hand mixed)

Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed.Rectangular Portion & Triangular Portion

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Construction of Boulder wall of height 2.4m.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth cum

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone,P.C.C. grade M 20.ii) Nominal mix 1:2:4 (Hand mixed)

Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed.Rectangular Portion & Triangular Portion

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Construction of Boulder wall of height 2.2m.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth cum

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone,P.C.C. grade M 20.ii) Nominal mix 1:2:4 (Hand mixed)

Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed.Rectangular Portion & Triangular Portion

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Construction of Toe wall of height 1.80m.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth cum

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone,P.C.C. grade M 20.ii) Nominal mix 1:2:4 (Hand mixed)

Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed.Rectangular Portion & Triangular Portion

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Construction of Boulder wall of height 1.5m.

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth cum

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone,P.C.C. grade M 20.ii) Nominal mix 1:2:4 (Hand mixed)

Stone masonry work: Uncoursed rubble masonry work in all retaining wall, wing wall, abutement etc. in cement mortar 1;6 withoutside face stone roughly hammer dressed and inside (earthen side) undressed as per drawing and technical sopecifications including racking out joints and curing , supplying and carriage of stone as directed.Rectangular Portion & Triangular Portion

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

Construction of R C C Toe wall of Height 3m

Excavation for Structures Earthwork in excavation for structures as per drawing and technical specificationsClause 305.1 including setting out, construction of shoring and bracing, removalof stumps and other deleterious material and disposal upto a lead of 50 m, dressing of sides and bottom and backfilling in trenches with excavated suitable material. I Ordinary soil Upto 3 m depth cum

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed Stone,P.C.C. grade M 20.ii) Nominal mix 1:2:4 (Hand mixed)

Supplying, fitting and placing TMT (Fe-500 D) reinforcement bar (Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX or equivalent)) in foundation complete as per drawings and technical specifications Clauses 1000 and 1202

Plain/reinforced cement concrete in substructure complete as per drawings and technical specification Clauses 802, 804, 805, 806, 807, 1202 ans 1204 A With Crushed StonIV RCC Grade M 25 i) For height upto 5 m .

Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V :20H towards drawing foce. Complete as per drawing and Technical specification.

White washing of parapet walls of CD work and tree truncks White washing two coats on parapet walls and tree trunks including preparation of surface by cleaning scraping etc. as per technical specifications Clause 1915

Construction of Gate

EARTHWORK IN EXCAVATION Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge All kinds of soil.

BRICK SOLING Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in:. Cement mortar 1:4 (1 cement : 4 coarse sand)

CONCRETE WORKS (PCC) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering -All work up to plinth level : 1:3:6 (1 Cement : 3 coarse sand (zone-III) derived from natural sources: 6 graded stone aggregate 20 mm nominal size derived from natural sources)

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for all heights: Foundations, footings, bases of columns, etc. for mass concrete: Footing

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for all heights: Lintels, beams, plinth beams, girders, bressumers and cantilevers

FORM WORK Centering and shuttering including strutting, propping etc. and removal of form for all heights: Columns, Pillars, Piers, Abutments, Posts and Struts: Column

REINFORCEMENT Steel reinforcement for R.C.C. work including straightening, cutting,bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more

REINFORCED CEMENT CONCRETE (RCC) WORKS Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from the natural source : 3 graded stone aggregate 20 mm nominal size derived from natural source)

REINFORCED CEMENT CONCRETE (RCC) WORKS Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) derived from the natural source : 3 graded stone aggregate 20 mm nominal size derived from natural source)

CEMENT PLASTER 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:4 (1 cement: 4 fine sand)

PEBBLE DASH PLASTER 13.20 Pebble dash plaster upto 10 m height above ground level with amixture of washed pebble or crushed stone 6 mm to 12.5 mm nominalsize, dashed over and including fresh plaster in two layers underlayer 12 mm cement plaster 1:4 (1 cement : 4 coarse sand) and top layer 10 mm cement plaster with cement mortar 1:3 (1 cement : 3fine sand) mixed with 10% finely grounded hydrated lime by volumeof cement.

Tiles Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. Size of Tile 500x500 mm

Paint Finishing walls with water proofing cement paint of required shade : New work (Two or more coats applied @ 3.84 kg/10 sqm)

Tapash Paul (BID ID -264740)