APART/NOCP/FISHERIES/NGN-01

Amount

Construction of Eco Hatchery Earthwork in Excavation for foundation trenches of wall, footing of column, steps, septic tank etc. Including refilling thequantity as necessary after competion of work, breaking clods in return filling, dresssing, watering and ramming etc and removal of surplus earth with all lead and lift as directed and specified in the following classiofication of soils including bailing out water where necessary as directed and specified. Upto a depth of 2.00m below the existing ground level. In hard/ dense soil

Earthwork in Excavation for foundation trenches of wall, footing of column, steps, septic tank etc. Including refilling thequantity as necessary after competion of work, breaking clods in return filling, dresssing, watering and ramming etc and removal of surplus earth with all lead and lift as directed and specified in the following classiofication of soils including bailing out water where necessary as directed and specified. Upto a depth of 2.00m below the existing ground level. In hard/ dense soil Extra over item above for each one 1 m depth or part thereof beyond the initial depth of 2 m

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.

Providing form work of ordinary timber planking so as to give a rough finish including centering ,shuttering, strutting and propping etc.,height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work: Foundation, Footing, Base of columns, Tie Beam, Pile cap,,raft, walls of septic tank, inspection pit and the like upto plinth level (b) Using 25mm thick plank

Providing form work of ordinary timber planking so as to give a rough finish including centering ,shuttering, strutting and propping etc.,height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work: Sides of tie beams, grade beam or below ground level (b) Using 25mm thick plank For tie beam

Providing form work of ordinary timber planking so as to give a rough finish including centering ,shuttering, strutting and propping etc.,height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work: Foundation, Footing, Base of columns, Tie Beam, Pile cap,,raft, walls of septic tank, inspection pit and the like upto plinth level Using 25mm thick plank

Providing form work of ordinary timber planking so as to give a rough finish including centering ,shuttering, strutting and propping etc.,height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work: Foundation, Footing, Base of columns, Tie Beam, Pile cap,,raft, walls of septic tank, inspection pit and the like upto plinth level Using 25mm thick plank For column Sides of tie beams, grade beams etc. at 1st floor level.

Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like(a) Floors etc. upto 200mm in thickness. Using 25mm thick plank Flat surface(main tank slab)

Providing form work of ordinary timber planking and removal of the same in edges of slabs and breaks in floors and walls etc. of in-situ reinforced concrete works upto first floor level.(b) Thickness exceeding 200mm.

Extra for each subsequent 1M height or part thereof beyond the initial height of 4M as mentioned in item no 3.1.1 shuttering in column beyond Using 25mm thick plank 1m height beyond 4m

Extra for each subsequent 1M height or part thereof beyond the initial height of 4M as mentioned in item no 3.1.1 shuttering in column beyond Using 25mm thick plank 1m height beyond 5m

Extra for each subsequent 1M height or part thereof beyond the initial height of 4M as mentioned in item no 3.1.1 shuttering in column beyond Using 25mm thick plank 1m height beyond 6m

Extra for each subsequent 1M height or part thereof beyond the initial height of 4M as mentioned in item no 3.1.1 shuttering in column beyond Using 25mm thick plank 1m height beyond 7m

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level)a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL(ii)Super Ductile (SD) TMT reinforcement bars BELOW PLINTH LEVEL ABOVE PLINTH TO FIRST FLOOR LEVEL

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL Super Ductile (SD) TMT reinforcement barscleaning,cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks,supports,chairs,spacers etc. complete (upto 1st floor level) Extra for each subsequent floor or part there of above first floor level. first floor level

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL Super Ductile (SD) TMT reinforcement barscleaning,cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks,supports,chairs,spacers etc. complete (upto 1st floor level) Extra for each subsequent floor or part there of above first floor level. 8mm stirrups POST

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In substructure from plinth level upto 1st floor (ii) columns,pillars,posts,struts,suspended floor,roof,landing,shelf and support,balcony,lintel,sill band,beam,girder,bressumer,cantilever,staircase(except spiral staircase and landing) including preparating the top surface and finishing of nosing.N)Without using admixture,plasticiser a)M15 grade concrete or prop 1:2:4 FOOTING, POST, TIE BEAM

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level. Without using admixture, plasticiser a) M15 grade concrete or Prop. 1:2:4

Extra over above for each subsequent floor or part thereof above the 1st floor level.Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately). In substructure from plinth level upto 1st floor columns,pillars,posts,struts,suspended floor,roof,landing,shelf and support,balcony,lintel,sill band,beam,girder,bressumer,cantilever,staircase(except spiral staircase and landing) including preparating the top surface and finishing of nosing. R.C.C casting in 2nd floor

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. In superstructure above plinth level up to 1st floor level. In proportion 1:4.(1 cement:4 sand)Extra over item no. 4.1.5 above for brick work in each subsequent floor or part thereof above 1st floor level. main tank

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. On rough sideb) In cement mortar 1:4 6.2.9 Extra over item for exterior plastering over wall up to a height of 1st floor level above ground level including curing complete as directed plastering upto first floor level.

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. On rough sideb) In cement mortar 1:4 6.2.9Extra over item for exterior plastering over wall up to a height of 1st floor level above ground level including curing complete as directed plastering upto second floor. side & soffits

Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. 15 mm thick main tank floor

25 mm thick cement concrete topping 1:2:4 (1cement : 2 coarse sand : 4 coarse aggregate of 12 mm nominal size) finished with a floating coat of neat cement finish to be laid in panels including curing complete as directed. main tank floor

Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. Using other ISI marked approved circular hollow section

Providing corrugated galvenised Iron sheet roofing of TATA SHAKTEE / SAIL including fitting and fixing necessary galvenised J or L hooks, bolts and nuts 8 mm dia with bitumen washer 25 mm dia x 3 mm thick and 1.6 mm thick limpet washer complete excluding cost of roof truss, purlin etc. (Roof trusses and purlin etc.to be measured and paid separately)(b) 0.50 mm thick .

Providing galvd iron ridging of TATA SHAKTEE / SAIL including supplying and fixing necessary galvd screws/washers etc. complete as directed.(b) 0.50 mm thick (ii) 230 mm lapping

Providing, fitting and fixing M.S. grill of required pattern for windows/ clerestory windows/ openingwith M.S. flats at required spacing in frame all round, squre or round M.S. bars with round headed bolts and nuts or screws.II Ornamental grill(c) Fixed to Brickwork/P.C.C/R.C.C.

Finishing wall with two coats of acrylic emulsion exterior coatings of Unicem "Rakshak" brand of required shade by thinning 1ltr. of paint with 750ml of water to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials as specified and directed by the department.

Applying primary coat over new steel and other metal surface over 100m in width or girth after preparing the surface by throughly cleaning oil,grease, dirt and other foreign matter and scoured with wire brushes, fine steels, wood scrapers and sand paper.a). With ready mixed "red-lead/ red oxide" primer.Birdproof grill with opened door system in gable end opening of overhead tank

FLOOR ROOM FOR OFFICE. Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.(I) In Sub-structure upto plinth level including dewatering if necessary(b) In proportion 1:4. Plinth

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.(a) Brick on flat soling. Floor

25 mm thick cement concrete topping 1:2:4 (1cement : 2 coarse sand : 4 coarse aggregate of 12 mm nominal size) finished with a floating coat of neat cement finish to be laid in panels including curing complete as directed. Ground floor

Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.(b) With hill sand obtained by truck carriage loading and unloading, and carriage to the site of work. Ground floor

Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor.(a) 15 mm thick out side of outer plinth wall

1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed in super structure above plinth up to 1st floor level (protruding M.S rod/Tor steel of column to be embeded in cement mortar and will be measured and paid separately)

Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like.(a) Floors etc. upto 200mm in thickness.(ii) Using 25mm thick plank

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete.(No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL(ii) Super Ductile (SD) TMT reinforcement bars above plinth to first floor level intermediate slab for 10mm

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.N) Without using admixture, plasticisera) M15 grade concrete or Prop. 1:2:4

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough sideb) In cement mortar 1:4Extra over item no 6.2.1 to 6.2.3 for plastering on celling and soffits of stairs up to 1st floor level (instead of plastering on walls) including curing complete as directed.

15 mm thick Cement plaster in single coat on single or half brick wall for interior plastering up to 1st floor level including arises, internal rounded angles, not exceeding 80mm girth and finished even and smooth including curing complete as directed. A) On rough sideb) In cement mortar 1:4Extra over item no 6.2.1to 6.2.3 for interior plastering above 1st floor level for every addl floor or part thereof including curing complete as directed. Ground floor wall

Finishing wall with two coats of acrylic emulsion exterior coatings of Unicem "Rakshak" brand of required shade by thinning 1ltr. of paint with 750ml of water to give an even shade after throughly brooming the surfaces to remove all dirt and remains of loose powdered materials as specified and directed by the department. Ground floor wall

Providing, fitting and fixing PVC Door shutters of 37mm (single panel seamless finish) of Syntex make, at all levels made of extruded sections in the configuration of 'A'.The overall dimension is 37mm x 90mm, with usual process variation having a wall thickness of 2mm with a variation of +0.03mm provided with all plastic reinforcement to avoid rusting. The shutter frame is mitred and joined at the corners by means of stainless steel screws.The corners of the shutter frame are being reinforced by polymeric reinforcement of the size 125mm x 250mm and the lock rail is reinforced by 45 x18 x255 size reinforcement.

Providing, fitting and fixing PVC Door shutters of 37mm (single panel seamless finish) of Syntex make, at all levels made of extruded sections in the configuration of 'A'.The overall dimension is 37mm x 90mm, with usual process variation having a wall thickness of 2mm with a variation of +0.03mm provided with all plastic reinforcement to avoid rusting. The shutter frame is mitred and joined at the corners by means of stainless steel screws.The corners of the shutter frame are being reinforced by polymeric reinforcement of the size 125mm x 250mm and the lock rail is reinforced by 45 x18 x255 size reinforcement.

Providing and fixing clear sheet glass beded in putty and fixed with/without wooden bidding including necessary cutting and glass to be required sized(payment for wooden bead shall be made separately)(3). Area of glass panes exceeding 0.15m2 but not exceeding 0.52m2.(a). 5.00mm thick.

CONSTRUCTION OF BREEDING POOL (6M INNER DIA) Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.(b) With hill sand obtained by truck carriage loading and unloading, and carriage to the site of work.

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.(a) Brick on flat soling. below pool

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL(ii) Super Ductile (SD) TMT reinforcement bars For assam type building drain works retaining wall & boundary wall etc.

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (B) In super structure from plinth level up to 1st floor level. ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing.N) Without using admixture, plasticisera) M15 grade concrete or Prop. 1:2:4

Brick work in cement morter with 1st class brick including racking out joints and curing complete as direct(I) In Sub-structure upto plinth level including dewatering if necessary(b) In proportion 1:4.

Cement plastering skirting with cement mortar in prop 1:3 finished with a floating coat of neat cement including rounding of junctions with floor. (a) 15mm thick

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.(I) In Sub-structure upto plinth level including dewatering if necessary(c) In proportion 1:5. Brick work at side slop around the BP

Providing drain with cement concrete (1:3:6) 10cm thick sides 10cm thick bed over brick flat soling including 15mm thick cement plastering in prop. 1:3 finished with a floating coat of cement slurry as directed with necessary shttering for sides and earth work in excavation of foundation trenches and refilling the sides after completion of work etc. as specified.ii) 300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm.

CONSTRUCTION OF HATCHING POOL (3M DIA) Earth/ sand filling in plinth in layers not more than 150mm thick including necessary carriage, watering, ramming etc. complete as directed and specified including payment of land compensation, forest royalty, sales tax and other duties and taxes as may be necessary.(b) With hill sand obtained by truck carriage loading and unloading, and carriage to the site of work.

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.(a) Brick on flat soling. below pool

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL(ii) Super Ductile (SD) TMT reinforcement bars Superductile

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL(ii) Super Ductile (SD) TMT reinforcement bars MildSteel 6mm

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work :Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.(b) Using 25mm thick plank

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work :Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.(b) Using 25mm thick plank

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth levelN) Without using admixture, plasticiser a) M15 grade concrete or Prop. 1:2:4

112 mm thick reinforced brick wall in prop 1:5 reinforced with two lines of M.S rod/ Tor steel as specified embeded in 38 mm thick concrete course in prop.1:2:4 with coarse agg. 12mm down at every fourth courses embeded with protruding rod in column including curing etc.complete as directed ( M.S rod/Tor steel shall be measured and paid separately) in super structure above plinth up to 1st floor level. Outer wall

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed.(I) In Sub-structure upto plinth level including dewatering if necessary(c) In proportion 1:5 Brick work at side slop around the BP

Cement plaster skirting with cement mortar in prop. 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding of junctions with floor. 15 mm thick

CONSTRUCTION OF TWO SPAWN COLLECTION TANK Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.(A) Up to a depth of 2.00m below the existing ground level.(b) In hard/ dense soil

Providing soling in foundation and under floor with stone/ best quality picked jhama brick, sand packed and laid to level and in panel after preparing the subgrade as directed including all labour and materials and if necessary dewatering, complete.(a) Brick on flat soling.

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL(ii) Super Ductile (SD) TMT reinforcement bars

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work/ R.B. walling including straightening, cleaning, cutting and bending to proper shapes and length as per details, supplying and binding with 20G annealed black wire and placing in position with proper blocks, supports, chairs, spacers etc. complete. (No extra measurement for lap, hook, chair, anchor etc. will be entertained in the measurement as they are included in the rate) (Upto 1st floor level) a) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL(ii) Super Ductile (SD) TMT reinforcement bars MildSteel

Providing form work of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc., height of propping and centering below supporting floor to ceiling not exceeding 4.0M and removal of the same for in-situ reinforced concrete and plain concrete work in Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.b) Using 25mm thick plank

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work (form work and reinforcement will be measured and paid separately)(A) In substructure up to plinth levelFoundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and other works not less than 100mm thick up to plinth level.N) Without using admixture, plasticisera) M15 grade concrete or Prop. 1:2:4

112 mm thick reinforced brick wall in prop 1:5 reinforced with two lines of M.S rod/ Tor steel as specified embeded in 38 mm thick concrete course in prop.1:2:4 with coarse agg. 12mm down at every fourth courses embeded with protruding rod in column including curing etc.complete as directed ( M.S rod/Tor steel shall be measured and paid separately) in super structure above plinth up to 1st floor level.

Cement plastering skirting with cement mortar in prop 1:3 finished with a floating coat of neat cement including rounding of junctions with floor. (a) 15mm thick

COST OF PIPE AND FITTINGS Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary 'R' brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete at all levels including below G.L. as directed and specified. 50 mm dia (Medium)ii) Using other ISI marked approved brand piping from overhead resevior to BP for water supply pump suction & delevery pipe

Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary 'R' brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete at all levels including below G.L. as directed and specified. 40 mm dia(medium) (ii) using other ISI marked approved brand

Supplying fitting and fixing G.I. Pipes of following sizes, with all necessary 'R' brand or similar approved G.I. Fittings such as bend, tee, elbow, reducer, nipple, plug, long screw fitting, H.W. clamps etc.complete at all levels including below G.L. as directed and specified. 25mm dia(medium) (ii) using other ISI marked approved brand

Supplying fitting and fixing G.I. Foot valve with strainer including cutting necessary threads to pipes. a) 50 mm dia (Heavy type). At pump suction piper end under water

Supplying, fitting and fixing PVC pipes of 6 Kg/cm2 (Supreme/Prince) or other ISI approved including joining ,fitting and fixing wiyh clamps etc.as necessary complete at all levels including below G.L as directed and specified. a) In exposed surfaces or in trenches. (iii) 90mm dia.

Supplying and fitting gun metal country pit valve (full way valve) I.S.I. Make as specified and directed.a) 50mm dia

Supplying and fitting gun metal country pit valve (full way valve) I.S.I. Make as specified and directed.b) 40mm dia

Supplying and fitting gun metal country pit valve (full way valve) I.S.I. Make as specified and directed.c)40mm dia

Plastic shower 15mm (market)

PURCHASE AND INSTALLATION OF TWO 5HP DIESEL DRIVEN PUMP WITH SHED Purchase of one 5 HP diesel pump(USHA/KIRLOSKAR) machine

Purchase of 7.5 cm dia helical pipe for suction and delivery

construction of pump shed gci sheet roofing over brick wall with pcc flooring 50 mm thick

PURCHASE OXYGEN CYLINDER Purchase of oxygen cylinder B type big 40 cft, 10.2 liters

Renovation and Repairing of breeding Pool 2 Nos at Existing Eco Hatchery Providing and laying plain/reinforced cement concrete works cement, coarse sand & 20 mm down graded stone aggregate including dewatering if necessary , and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work(form work and reinforcement will be measured and paid separately) (A) In substructure up to plinth level Foundation, footing, columns with base tie and plinth beam, pile cap, base slab, retaining walls, walls of septic tank, inspection pit and the like and the other works not less than 100 mm thick up to plinth level. N) Without using admixture, plasticiser a)M15 grade concrete or prop 1:2:4

Cement plaster skirting with cement mortar in prop 1:3 finished with a floating coat of neat cement including rounding of junctions with floor (a) 15mm thick

Renovation and Repairing of existing hatching Pool 4 Nos Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. (i) In substructure upto plinth level including dewatering if necessary © In proportion 1:5. Brick work at side slope around the BP

Cement plaster skirting with cement mortar in prop 1:3 finished finished with a floating coat of neat cement including rounding of junctions with floor. (a) 15 mm thick

RENOVATION OF NURSERY POND Bailingout acccomulated water from the Tanks/Ponds/ Beels/Swampy and marshy areas with the help of power pump machinesto 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 ncost of transportation of power pump machineA.On hire system of power pump machines including the cost of P.O.L. charges etc.

Jungle clearance including uprooting of tank vegetation, brushwood, saplings and trees

exacavation of marshy soil with hydraulic excavator .9 cum capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines , grades and crosssection.

RENOVATION OF REARING POND Weed clearance of different types and nature of hyacinth, aquatic weeds, taranies, falsehoods, repeated vegetation etc from barrels/tanks/ponds/swampy and larceny areas dragging manually/ mechanically/ through machinery etc. with necessary ropes, bamboos, chains and other deaneries services etc. making Patches… cutting into pieces with the help of knives and sickles/ sews as necessary and depositing and stocking in the marginal area of the barrels/ tanks/ ponds/ swampy and marshy areas in a regular form of bunches or heaps within a lead of 100 mts and lift Upton 250cm as per direction of the deptt. Etc. complete (pushing out the patches or pieces of vegetation may also be made through the connecting channels with the river and burning th lifted vegetation and after sunshine as when applicable

Bailingout acccomulated water from the Tanks/Ponds/ Beels/Swampy and marshy areas with the help of power pump machinesto 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 ncost of transportation of power pump machineA.On hire system of power pump machines including the cost of P.O.L. charges etc.

Jungle clearance including uprooting of tank vegetation, brushwood, saplings and trees not exceeding 30cm girth and disposal of same lead up 1.5m including surfacing,dressing of grossed or inequalities of ground not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m in all kinds of soil

Exacavation of marshy soil with hydraulic excavator .9 cum capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines , grades and crosssection.

Renovation of Brood raising/stocking pond Weed clearance of different types and nature of hyacinth, aquatic weeds, taranies, falsehoods, repeated vegetation etc from barrels/tanks/ponds/swampy and larceny areas dragging manually/ mechanically/ through machinery etc. with necessary ropes, bamboos, chains and other deaneries services etc. making Patches… cutting into pieces with the help of knives and sickles/ sews as necessary and depositing and stocking in the marginal area of the barrels/ tanks/ ponds/ swampy and marshy areas in a regular form of bunches or heaps within a lead of 100 mts and lift Upton 250cm as per direction of the deptt. Etc. complete (pushing out the patches or pieces of vegetation may also be made through the connecting channels with the river and burning th lifted vegetation and after sunshine as when applicable

Bailingout acccomulated water from the Tanks/Ponds/ Beels/Swampy and marshy areas with the help of power pump machinesto 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 ncost of transportation of power pump machineA.On hire system of power pump machines including the cost of P.O.L. charges etc.

Jungle clearance including uprooting of tank vegetation, brushwood, saplings and trees not exceeding 30cm girth and disposal of same lead up 1.5m including surfacing,dressing of grossed or inequalities of ground not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m in all kinds of soil

Earthwork in filling and raising of bund of the tank/pond/beel/swampy areas in ordinary soil by the truck/cart/carriage within a distance of 3km spreading the soil in layers not more than exceedind 20cm thick including breaking clods, dressing, sectioning, levelling , cambering and ramming etc with side slope as per the design of the department and as directed including payment of land compensation on and forest royality for obtaining earth from private land/govt. land as required.

BRT/ST/no4 Rate for each extra lead of M-300M, Rate analysis (for 30M Rs. 7.04*10=70.4)

palasiding at BRT/ST NO 4 only.Construction of whole bamboo single palasiding with matured bhaluka bamboo post 75mm dia 1.50 m clear apart 1.50m 1.80 m above the ground and 1.00 m to 1.20 m below the ground level with bhaluka bamboo inclined struts placed at 1.5m apart tied with galvanished wire of 16g to 18g or cane with three rows of horizontal half gate bamboo kamies etc complete as directed.

Exacavation of marshy soil with hydraulic excavator .9 cum capacity including cutting and loading in tippers and disposal with in all lifts and lead upto 1000m, trimming of bottom and side slopes in accordance with requirements of lines , grades and crosssection.

WIDENING AND RAISING OF BUNDH BETWEEN POND No 9 & 10 FOR EASY ACCESS TO NURSERY,REARING AND BROOD RAISING TANKS Jungle clearance including uprooting of tank vegetation, brushwood, saplings and trees not exceeding 30cm girth and disposal of same lead up 1.5m including surfacing,dressing of grossed or inequalities of ground not exceeding 15cm deep and disposal of rubbish lead upto 50m and lift upto 1.5m in all kinds of soil

Earthwork in filling and raising of bund of the tank/pond/beel/swampy areas in ordinary soil by the truck/cart/carriage within a distance of 3km spreading the soil in layers not more than exceedind 20cm thick including breaking clods, dressing, sectioning, levelling , cambering and ramming etc with side slope as per the design of the department and as directed including payment of land compensation on and forest royality for obtaining earth from private land/govt. land as required.

BRT/ST/no4 Rate for each extra lead of M-300M, Rate analysis (for 30M Rs. 7.04*10=70.4)

palasiding at BRT/ST NO 4 only.Construction of whole bamboo single palasiding with matured bhaluka bamboo post 75mm dia 1.50 m clear apart 1.50m 1.80 m above the ground and 1.00 m to 1.20 m below the ground level with bhaluka bamboo inclined struts placed at 1.5m apart tied with galvanished wire of 16g to 18g or cane with three rows of horizontal half gate bamboo kamies etc complete as directed.

CONSTRUCTION OF BIO SECURITY 3 Nos Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.(A) Up to a depth of 2.00m below the existing ground level.(b) In hard/ dense soil

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).a) In prop 1cement: 3 sand :6 coarse aggregate by volume Earthwork nursery 1 column

Roof truss Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998

CONSTRUCTION OF BOUNDARY WALL Earth work in excavation in slushy/ marshy soil, decomposed organic matter mixed with brickbats, broken glass panes, broken earthen pots etc.

Shuttering and shoring the earth at different levels in foundations where necessary with required prop, struts, planks, timbers, nails etc.

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc.

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone etc (I) Using Mixer MachineA) In substructure up to plinth level Foundation,footing,column with base tie prop 1:1.5:3

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone etc (I) Using Mixer MachineA) In substructure up to plinth level In super structure from plinth level up to 1st floor level.Prop 1:1.3:5

Providing soling in foundation and under floor with stone/ best quality picked jhama brick. prop 1:3:6

Providing form work of ordinary timber planking so as to give a rough finish .3.1.1.Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc.(a) Using 38mm thick plank

Providing form work of ordinary timber planking so as to give a rough finish .3.1.1.Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc Sides of tie beams, grade beams etc

Providing form work of ordinary timber planking so as to give a rough finish .3.1.1.Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc Columns, Pillars, Posts & Strut

Providing form work of ordinary timber planking so as to give a rough finish .3.1.1.Foundation, footings, bases of columns, pile cap, raft and mass concrete works etc Sides and Soffits of Beams, beam haunchings, cantilever girders etc.(i) Using 38mm thick plank

1st class brick nogged wall in cement mortar including racking out joints and curing complete as directed(A) 112mm thick brick wall(a) In cement mortar in proportion 1:4. (1 cement:4 sand)

Stone masonary work in retaining wall, wing wall, abutment, foundation, steps, plinth etc. in cement mortar in prop 1:6(a) Random Rubble Masonry

20 mm thick Cement plaster in two coats on single or half brick walls for interior plastering up to 1st floorA) On rough side prop 1:4

Supplying, fitting and fixing in position reinforcement bars conforming to relevant I.S. Code for R.C.C. work TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL

Providing two coats of Birla White Wall Care Putty….etc .(i) Thickness = 1.5 mm thick. Qnty as per item no 8= 315.00 sqm

Finishing old/ new wall with water proofing weather coat…..at all levels(two coats) Qnty as per item no 10= 315.00 sqm

Supplying fitting and fixing M.S.angles, M.S. flat, M.S. bolts and nuts including painting with red lead paint one coat complete as directed.a) M. S. Angles(50x50x6mm)

Supplying , fitting and fixing galvanised barbed wire fencing with seven strands of barbed wire 12 S. W. G .x 2plies x 4 points at 75mm apart as given below. 105.00x7=735.00

Supplying and filling sand gravel in foundation trenches of column footings over slushy soil including local carriage etc….

Raising low site around the building with approved soil obtained from outside by truck carriage including breaking clods, dressing etc (b) Other than Guwahati city

HATCHERY SHED Earthwork in excavation for foundation trenches of walls, retaining walls, footings of column, steps, septic tank etc. including refilling (return filling) the quantity as necessary after completion of work, breaking clods in return filling, dressing, watering and ramming etc. and removal of surplus earth with all lead and lifts as directed and specified in the following classification of soils including bailing out water where necessary as directed and specified.(A) Up to a depth of 2.00m below the existing ground level.(b) In hard/ dense soil

Plain cement concrete works with coarse aggregate of sizes 13mm to 32mm in foundation bed for footing steps, walls, brick works etc. as directed and specified including dewatering if necessary, and curing complete (shuttering where necessary shall be measured and paid separately).(a) In prop 1cement: 3 sand :6 coarse aggregate by volume

Providing and laying plain/reinforced cement croncrete works cement, coarse sand & 20mm down graded stone aggregate including dewatering if necessary, and curing complete but excluding cost of form work and reinforcement for reinforced cement concrete work.(A) In substructure up to plinth levelb) M20 grade concrete or Prop. 1:1.5:3.

In super structure from plinth level up to 1st floor level.ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing. b) M20 grade concrete or Prop. 1:1.5:3( Hatchery column)

In super structure from plinth level up to 1st floor level.ii) Columns, pillars, posts, struts, suspended floor, roof, landing, shelf and support, balcony, lintel, sill band, beam, girder, bressumer, cantilever, staircase (except spiral staircase and landing ) including preparing the top surface and finishing of nosing. b) M20 grade concrete or Prop. 1:1.5:3

Square, Rectangular, polygonal in plan or any shape like Tee/L etc. having plane vertical face.Columns, Pillars, Posts & Strut.(ii) Using 25mm thick plank

Providing fitting, hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant I.S. code, as per approved design and drawings including providing M.S. cleats, base plates, bolts and nuts and one coat of red oxide Zinc Chromate primer and two coats of approved enamel paints complete including fitting necessary cleats etc. for fixing ceiling joists as per design and drawing as directed. a) TATA make Circular Hollow section- CHS of Grade YST-310 conforming to I.S. Specification : 1161-1998

Providing Pre Painted Galvanized Iron Sheet Roofing (PPGI) at all levels including fitting and fixing with self drilling, self tapping screws complete. (Roof trusses, purlins etc. to be measured and paid separately.) TATA Blue scope/ Dyna roof / Durakolor /Wonder Roof or equivalent as directed by the Departement(iv) 0.60 mm thick

Providing coloured transparent fibre sheet ridging including supplying and fixing necessary galvanised screws / washer etc. complete as specified and directed.

SAURAV PHUKAN