Rejuvenation of Sukanpukhuri Departmental Fish Farm.

Amount

Construction of Boundary Fencing at the Periphery of the Farm( with fencing height of 1.68 m )

CPWD/2.6 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-incharge. All kinds of soil

CPWD/11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

CPWD/5.22.6 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

CPWD/ 5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

CPWD/5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

CPWD/ 5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

CPWD/5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

CPWD/5.1.2 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)

CPWD/ 5.2.2 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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

CPWD/6.13.2 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)

CPWD/ 13.5.1 1 5 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)

CPWD/13.44.1 Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)

CPWD/16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

CPWD/16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

CPWD/16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 x50 mm including strengthening with 2mm dia wire or nuts,bolts and washers as required complete as per the direction of Enginner-in- charge. Made of G.I. wire of dia 4 mm

CPWD/13.63.1 Painting with aluminium paint of approved brand and manufacture to give an even shade (two or more coats on new work)

Construction of Boundary Fencing at the Periphery of the Farm( with fencing height of 1.20 m )

CPWD/2.6.1 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-incharge. All kinds of soil

CPWD/11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

CPWD/5.22.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level.5.22.6 Thermo-Mechanically Treated bars of grade Fe-500D or more

CPWD/5.22A.6. Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

CPWD/5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

CPWD/5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

CPWD/ 5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

CPWD/5.1.2 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)

CPWD/5.2.2 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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

CPWD/6.13.2. Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)

CPWD/13.5.1 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)

CPWD/13.44.1 Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)

CPWD/16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.50 x50 x 5 mm

CPWD/16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

CPWD/16.70.1 Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50 x50 mm including strengthening with 2mm dia wire or nuts,bolts and washers as required complete as per the direction of Enginner-in- charge. Made of G.I. wire of dia 4 mm

CPWD/13.63.1 Painting with aluminium paint of approved brand and manufacture to give an even shade (two or more coats on new work)

Construction of Boundary wall with RCC Base at the periphery of the Departmental Farm

CPWD/2.6.1 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-incharge. All kinds of soil

CPWD 11.2 Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

CPWD/5.22.6 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

CPWD/5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. 5.22A.6 Thermo-Mechanically Treated bars of grade Fe-500D or more.

CPWD/5.9 .1 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

CPWD/5.9.5 Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, girders, bressumers and cantilevers

CPWD/5.9 .6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

CPWD/5.1.2 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 : 1:2:4 (1 cement : 2 coarse sand (zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size de rived from natural sources)

CPWD/ 5.2.2 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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

CPWD/6.13.2 Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level.Cement mortar 1:4 (1 cement :4 coarse sand)

CPWD/13.5.1 15 mm cement plaster on rough side of single or half brick wall of mix:1:4 (1 cement: 4 coarse sand)

CPWD/13.44 Finishing walls with water proofing cement paint of required shade New work (Two or more coats applied @ 3.84 kg/10 sqm)

CPWD/16.19 Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

CPWD/16.53 Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)

Construction of Departmental Farm Gate.

CPWD/2.6.1 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-incharge. All kinds of soil

CPWD/11.2. Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

CPWD/4.1.5. 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)

CPWD/5.22.6 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

CPWD/5.22A.6 Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more.

CPWD/5.9.1 Centering and shuttering including strutting, propping etc. and removal of form for Foundations, footings, bases of columns, etc. for mass concrete

CPWD/5.9 .5Centering and shuttering including strutting, propping etc. and removal of form forLintels, beams, plinth beams, girders, bressumers and cantilevers

CPWD/5.9.6 Centering and shuttering including strutting, propping etc. and removal of form for Columns, Pillars, Piers, Abutments, Posts and Struts

CPWD/5.1.2 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 natural sources : 3 graded stone aggregate 20 mm nominal size de rived from natural sources)

CPWD/5.2.2 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 natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources)

CPWD/6.2.1 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

CPWD/13.8.2 15 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :1:4 (1 cement: 4 fine sand)

CPWD/13.80. Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete.

CPWD/13.83.2 Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound ) content less than 50 grams/ litre of approved brand and anufacture, including applying additional coats wherever required to achieve even shade and colour . Two coats

CPWD/13.83.2 Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel rimer all complete. Two coats

CPWD/13.83. Painting departmental fish farm name in the facia of the gate top.

Laying of Paver Block Road at Sukanpukhuri Paver block Approach Road without side wall

CPWD-2021/2.28.1 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. All kinds of soil

CPWD-2021/2.25(a). Excavating, supplying and filling of local earth (including royalty) by mechanical transport upto a lead of 5km also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.

Roads (SH & MDR) 4.2 Granular Sub-Base with Coarse Graded Material (Teble: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 toravator at OMC, and compacting with vigratory roller to achieve the desired density, complete as per cl.401 (with an initial lead of 5km)

Roads (SH & MDR) 4.9 Water bound Macadam: Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading inuniform 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 insterstices of coarse aggregate, watering and compacting to the reqd. density (with an initial lead of 5.0km (A) By manual means (III) Grading-III (b) using screening type B (11.20mm aggregate)

CPWD-2021/18.9.6. Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.

APWD(RR/2020-21)/6.7. Inter locking concrete Block pavement Interlocking pavement block Providing and laying interlocking concrete block pavement with M40 grade grade of concrete blocks having thickness 80mm as per technical specification clause 1504 complete including carriage. a) Including Edge block/ Edge restraints

Laying of Paver Block Road at Sukanpukhuri Side wall at both sides of the Paver block Approach Road

CPWD-2021/2.6.1 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-incharge. 2.6.1 All kinds of soil

CPWD-2021/11.2. Dry brick on edge flooring in required pattern with bricks of class designation 7.5 on a bed of 12 mm mud mortar, including filling joints with Jamuna sand, with common burnt clay non modular bricks.

CPWD-2021/4.1.5 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)

CPWD-2021/6.2.1 Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in: Cement mortar 1:4 (1 cement : 4 coarse sand)

Renovation of Pond Stocking Tank 1

DF/1.D Clearance of different types and nature of Water Hyacinth, Aquatic weeds, Taranies, Dalanies, Pitanies, repeated vegetation etc. from Beels / Tanks / Ponds / swampy and marshy areas dragging manually / mechanically / through machinery etc. with necessary ropes, bamboos, chains and other debries devices etc. making patches, cutting into pieces with the help of knifes / sickles / sews as necessary and depositing and stocking in the marginal areas of the beels / tanks / ponds / swampy and marshy areas in a regular form of bundhs or heaps within a lead of 100 mts. and lift up to 250 cm as per direction of the deptt. etc. complete (pushing out the patches or pieces of vegetations may also be made through the connecting channels with the river and burning the lifted vegetation after sunshine as and when applicable).(D) Medium and floating Taranies, Dalanies, Pitanies and other marginal aquatic weeds etc. up to a depth of 50 cm. to 80 cm.

DF/AR Bailing out accumulated water from the Tanks / Ponds / Beels / Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation fo power pump machine.

APWD(R ) 3.10 Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if requred.)The excavated earth is utilized in renovation of embankment.

Renovation of Pond Stocking Tank 2

DF/1.D Clearance of different types and nature of Water Hyacinth, Aquatic weeds, Taranies, Dalanies, Pitanies, repeated vegetation etc. from Beels / Tanks / Ponds / swampy and marshy areas dragging manually / mechanically / through machinery etc. with necessary ropes, bamboos, chains and other debries devices etc. making patches, cutting into pieces with the help of knifes / sickles / sews as necessary and depositing and stocking in the marginal areas of the beels / tanks / ponds / swampy and marshy areas in a regular form of bundhs or heaps within a lead of 100 mts. and lift up to 250 cm as per direction of the deptt. etc. complete (pushing out the patches or pieces of vegetations may also be made through the connecting channels with the river and burning the lifted vegetation after sunshine as and when applicable).(D) Medium and floating Taranies, Dalanies, Pitanies and other marginal aquatic weeds etc. up to a depth of 50 cm. to 80 cm.

DF/AR Bailing out accumulated water from the Tanks / Ponds / Beels / Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation fo power pump machine.

APWD(R ) 3.10 Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if requred.)The excavated earth is utilized in renovation of embankment.

Renovation of Pond Stocking Tank 3

DF/1.D Clearance of different types and nature of Water Hyacinth, Aquatic weeds, Taranies, Dalanies, Pitanies, repeated vegetation etc. from Beels / Tanks / Ponds / swampy and marshy areas dragging manually / mechanically / through machinery etc. with necessary ropes, bamboos, chains and other debries devices etc. making patches, cutting into pieces with the help of knifes / sickles / sews as necessary and depositing and stocking in the marginal areas of the beels / tanks / ponds / swampy and marshy areas in a regular form of bundhs or heaps within a lead of 100 mts. and lift up to 250 cm as per direction of the deptt. etc. complete (pushing out the patches or pieces of vegetations may also be made through the connecting channels with the river and burning the lifted vegetation after sunshine as and when applicable).(D) Medium and floating Taranies, Dalanies, Pitanies and other marginal aquatic weeds etc. up to a depth of 50 cm. to 80 cm.

DF/AR Bailing out accumulated water from the Tanks / Ponds / Beels / Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation fo power pump machine.

APWD(R ) 3.10 Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if requred.)The excavated earth is utilized in renovation of embankment.

Renovation of Pond Nursery Tank 1

DF/1.D Clearance of different types and nature of Water Hyacinth, Aquatic weeds, Taranies, Dalanies, Pitanies, repeated vegetation etc. from Beels / Tanks / Ponds / swampy and marshy areas dragging manually / mechanically / through machinery etc. with necessary ropes, bamboos, chains and other debries devices etc. making patches, cutting into pieces with the help of knifes / sickles / sews as necessary and depositing and stocking in the marginal areas of the beels / tanks / ponds / swampy and marshy areas in a regular form of bundhs or heaps within a lead of 100 mts. and lift up to 250 cm as per direction of the deptt. etc. complete (pushing out the patches or pieces of vegetations may also be made through the connecting channels with the river and burning the lifted vegetation after sunshine as and when applicable).(D) Medium and floating Taranies, Dalanies, Pitanies and other marginal aquatic weeds etc. up to a depth of 50 cm. to 80 cm.

DF/AR Bailing out accumulated water from the Tanks / Ponds / Beels / Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation fo power pump machine.

APWD(R ) 3.10 Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if requred.)The excavated earth is utilized in renovation of embankment.

Renovation of Pond Nursery Tank 2

DF/1.D Clearance of different types and nature of Water Hyacinth, Aquatic weeds, Taranies, Dalanies, Pitanies, repeated vegetation etc. from Beels / Tanks / Ponds / swampy and marshy areas dragging manually / mechanically / through machinery etc. with necessary ropes, bamboos, chains and other debries devices etc. making patches, cutting into pieces with the help of knifes / sickles / sews as necessary and depositing and stocking in the marginal areas of the beels / tanks / ponds / swampy and marshy areas in a regular form of bundhs or heaps within a lead of 100 mts. and lift up to 250 cm as per direction of the deptt. etc. complete (pushing out the patches or pieces of vegetations may also be made through the connecting channels with the river and burning the lifted vegetation after sunshine as and when applicable).(D) Medium and floating Taranies, Dalanies, Pitanies and other marginal aquatic weeds etc. up to a depth of 50 cm. to 80 cm.

DF/AR Bailing out accumulated water from the Tanks / Ponds / Beels / Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation fo power pump machine.

APWD(R ) 3.10 Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if requred.)The excavated earth is utilized in renovation of embankment.

Renovation of Pond Nursery Tank 3

DF/1.D Clearance of different types and nature of Water Hyacinth, Aquatic weeds, Taranies, Dalanies, Pitanies, repeated vegetation etc. from Beels / Tanks / Ponds / swampy and marshy areas dragging manually / mechanically / through machinery etc. with necessary ropes, bamboos, chains and other debries devices etc. making patches, cutting into pieces with the help of knifes / sickles / sews as necessary and depositing and stocking in the marginal areas of the beels / tanks / ponds / swampy and marshy areas in a regular form of bundhs or heaps within a lead of 100 mts. and lift up to 250 cm as per direction of the deptt. etc. complete (pushing out the patches or pieces of vegetations may also be made through the connecting channels with the river and burning the lifted vegetation after sunshine as and when applicable).(D) Medium and floating Taranies, Dalanies, Pitanies and other marginal aquatic weeds etc. up to a depth of 50 cm. to 80 cm.

DF/AR Bailing out accumulated water from the Tanks / Ponds / Beels / Swampy and marshy areas with the help of power pump machines to expose the beds to sunshine till suitable for excavation in the form of earth as per direction and requirement of the deptt. etc. complete including the cost of transportation fo power pump machine.

APWD(R ) 3.10 Excavation in Marshy Soil with Hydraulic Excavator of 0.9 cu.m bucket capacity including cutting and loading in tippers and disposal with a lift upto 1.5m and leas upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sectionss ( The excavated earth may be used in filling low lying margnal area and in construction of peripherial demarcation and for embedding hume pipe etc. if requred.)The excavated earth is utilized in renovation of embankment.

tools such as kur, kudali, rope,bamboo etc

Implemantation of bank protection measure at Sukanpukhuri Fish Seed Farm ( S.T.3 canal side) under at Dibrugarh District

DSR 7.7.1 Coursed rubble masonry (second sort) with hard stone in foundation & plinth with :Cement mortar 1:6 (1 cement : 6 coarse sand) in boulder sausage

APWD( R) 15.5 Providing and laying filter material underneath pitching in slopes complete as per drawing and technical specifications

APWD( R) 15.4 Providing and laying pitching on slopes laid over prpared filter media including boulder apron laid dry in front of toe of embankment complete as per drawing and technical specifications

Sunil Gogoi (BID ID -255518)

GD CONSTRUCTION (BID ID -255301)

Y NOT SOLUTIONS (BID ID -255806)

NARAYAN PRASAD KHETAWAT (BID ID -255648)

PURNA KT SONOWAL (BID ID -255687)