APART/NOCP/FISHERIES/K-01

Amount

Renovation of Rearing Tank , Nursery Tank & Stocking Tank Bailing out accumulated water from the Tanks/Ponds /Beels /Swampy and marshy areas with the help of power pump machines to expose the bed 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 of power pump machine On hire system of Power pump machines including the cost of P.O.L charges volume of water in Rearing Tank

Excavation in Marshy Soil (Excavation for roadwayin marshy soil with hydraulic excavator 0.9 cum bucket capacity including cutting andloadingin tippers anddisposalwith in alllifts andleadupto 1000 metres, trimming of bottom and side slopes in accordance with requirements of lines, grades and cross sections.) Rearing Nursery and Stocking tank.

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.(c) With river sand or silt (predominantly non plastic) by truck carriage including loading and unloading.

Construction of Fencing around Rangia Farm 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 with angle iron intermediate fencing posts not more than 1800mm apart and straining and end post etc. as necessary to be fitted with straining eye bolts and staples etc.complete as directed, specification of the angle iron post as given below. b) Straining post 65mm x 65mm x 6mm x 1820mm long with 2 stays of 35mmx35mmx1520mm long and 3 base plates 200mm x 200mm x 5mm, duly slotted to take eye bolts etc.(All the angle iron posts to be embeded 600mm in C.C.pillars of size 300mmx300mmx600mm in prop.1: 3: 6 and one coat of anticorrosive ready mixed painting to all iron works) including excavation of foundation trenches for C.C. blocks and refilling and removal of surplus soil after completion of works.

Boundary Wall construction on the existing boulder wall Earth work in excavation for foundation trenches of walls, retaining walls, footings of columns, steps and septic tank etc. including refilling ( return filling ) the quantity as necessary after completing 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. ( Upto a depth of 2m below the existing ground level ) In ordinary 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.

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) b) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc

Providing form work of ord`inary 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:(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) (I) Using Mixer Machine(A) In substructure up to plinth levelb) M20 grade concrete or Prop. 1:1.5:3

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)(A) 112mm thick brick wall(a) In cement mortar in proportion 1:4. (1 cement:4 sand) Brick wall 112 mm thick

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 1:4 Wall plaster

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 fair side In cement mortar 1:4 Wall plaster

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. M. S. Angles size 50x50mm MS angle inserted to support barbed wire

Providing barbed wire on the existing barbed wire fencing with seven strands of barbed wire 12 S.W. G.x 2pliesx 4 points at 75mm apart including supplying, fitting and fixing with galvanised staples 38mm x 38mm x 3mm sizes with existing posts of the fencing, including removing rotten barbed wire as directed, complete with strengthening of post and tightening of the old barbed wire and joinining old serviceable pieces on remaining lines as and where necessary and as directed.

Supplying, fitting and fixing double leaf heavy duty iron gate, frame made from 50mm x 6mm M.S. flat iron with another horizontal flat at the middle, 20mm dia M.S bars at 200mm apart from bottom flat to top flat and 20 mm dia M.S. bars at 200mm apart from bottom flat to middle flat including drilling, welding etc. complete. All vertical bars are to be protruded at least 100mm above the middle and top flat is to be flattended and pointed as directed. Necessary locking arrangement on both faces, arrangement for temporary closing the gate and 2 nos.( minium) strong iron hinges of M.S bars and flat of same sizes on each leaf to be embeded in C.C brick pillars as necessary including a red oxide painting to all iron works as directed and specified. (Separate payment will be made for posts). Gates

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.

CONSTRUCTION OF CONCRETE PAVER BLOCK ROAD Excavation in cutting in soil by manual means and lead upto 50 m .Excavation for roadway in soil using manual means for carrying of cut earth to embankment site with a lift upto 1.5 m and lead upto 50 m as per Technical Specification Clause 302.3 (Manual should be use where machines can not be deployed due to site condition For Block Pavement

Granular Sub-Base with Coarse Graded Material ( Table:- 4002) (Construction of granular sub-base by providing coarse graded material,spreadingin uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC,and compacting with vibratory roller to achieve the desired density,complete as per cl. 401( with an initial lead of 5 Km.) for grading- II Material

WBM Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with three wheel 80-100 kN static roller in stages to proper grade and camber, applying and brooming, crushable screening to fill-up the interstices of coarse aggregate, watering and compacting to the required density Grading 3 as per Technical Specification Clause 405.) BY Manual means

Excavation for structures( Earthwork in excavation of foundation of structure as per drawing and technical specification ,setting out, construction of shoring and bracing ,removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material. ordinary soil Manual means Without dewatering upto 3m depth For Brick wall

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. In 1:4 cement mortar Brick wall along the side of the road on both sides

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

Providing and laying interlocking concrete block pavement having thickness 80mm as per echnical specification clause 1504 complete including carriage including edge block/ edge restraints

Supplying fiting and fixing PVC cleaning pipe of (Supreme/Prince) or other ISI approved including joining , fitting and fixing etc. in exposed surface or trences as necessary complete at all levels including below G.L. as directed and specified. 160 mm

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. Up to a depth of 2.00m below the existing ground level. In hard/ dense soil

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. Up to a depth of 2.00m below the existing ground level. In hard/ dense soil Extra over above for each 1m 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. Brick on flat soling. footing tie beam

Providing formwork of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc. Height of propping ad centering below supporting floor to ceiling not exceeding 4.0 m 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. Using 25mm thick plank footing tie beam

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

Providing formwork of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc. Height of propping ad centering below supporting floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work: Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. Floors etc. upto 200mm in thickness. Using 25mm thick plank

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. Thickness exceeding 200mm.

Providing formwork of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc. Height of propping ad centering below supporting floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work: Extra for each subsequent 1.0M height or part thereof beyond the initial height of 4.0M as mentioned in above. Shuttering in column beyond 1m beyond 4m

Providing formwork of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc. Height of propping ad centering below supporting floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work: Extra for each subsequent 1.0M height or part thereof beyond the initial height of 4.0M as mentioned in item no. 3.1.1. Shuttering in column beyond 1m beyond 5m

Providing formwork of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc. Height of propping ad centering below supporting floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work: Extra for each subsequent 1.0M height or part thereof beyond the initial height of 4.0M as mentioned in item no. 3.1.1. Shuttering in column beyond 1m height beyond 6m

Providing formwork of ordinary timber planking so as to give a rough finish including centering, shuttering, strutting and propping etc. Height of propping ad centering below supporting floor to ceiling not exceeding 4.0 m and removal of the same for in situ reinforced concrete and plain concrete work: Extra for each subsequent 1.0M height or part thereof beyond the initial height of 4.0M as mentioned in item no. 3.1.1. Shuttering in column beyond 1m 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) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL Super

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(ii) Super Ductile (SD) TMT reinforcement bars.Extra over above item for each subsequent floor or part thereof above 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) ISI Approved Mild steel reinforcement bar (M.S. Bar) Extra over above item for each subsequent floor or part thereof above first floor level.

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 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. Without using admixture, plasticiser 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 super structure from plinth level up to 1st floor level. 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. Without using admixture, plasticiser M15 grade concrete or Prop. 1:2:4 post stiffener slab beam slab

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 super structure from plinth level up to 1st floor level. 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.

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.

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 side On rough side In cement mortar 1:4

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. On rough side In cement mortar 1:4 Extra over above for exterior plastering over wall up to a height of 1st floor level above ground level including curing complete as directed..Extra over above for plastering on celling and soffits of stairs up to 1st floor level (instead of plastering on walls) including curing complete as directed.Plastering upto 2nd 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. 15 mm thick

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.

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). 0.50 mm thick

Providing galvd iron ridging of TATA SHAKTEE / SAIL including supplying and fixing necessary galvd screws/washers etc. complete as directed. 0.55 mm thick 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 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. side and soffits of main tank slab

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.

Painting two coats (excluding priming coat) on new steel and other metal surface with enamel paint of approved brand and manufacture(Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac) to give an even shade including cleaning the surface of all dirt, dust and other foreign matter.(i).Surfaces over 100mm in width or girth.b). High gloss (Asian paint/ Berger paint/ ICI paint/ J & N paint/ Nerolac).

supplying,fitting and fixing GI pipes of following sizes with all necessary approved GI fittings such as bend,tee,slbow,reducer,nipple,plug,long screw fitting,H.W clamps etc. complete at all levels including below GL as directed and specified . in exposed surfaces or trences 50 mm dia Usinh I.T.C/Nezone(medium) :Piping from overhead reservoir

G.FLOOR ROOM FOR OFFICE Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. In Sub-structure upto plinth level including dewatering if necessary 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. Brick on flat soling.

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.

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. With hill sand obtained by truck carriage loading and unloading, and carriage to the site of work.

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.

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) 112mm thick brick wall(b) In cement mortar in proportion 1:5. (1 cement:5 sand)

Flat Surfaces such as soffits of suspended floors, roofs, landings, cantelever slabs, chajjas, balconies and the like. Floors etc. upto 200mm in thickness. 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) From Primary Producer: TATA/SAIL/Esser Steel/ Jindal steel/Shyam steel/RINL Super Ductile (SD) TMT reinforcement bars Above plinth to first floor level

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 super structure from plinth level up to 1st floor level. Without using admixture, plasticiser M15 grade concrete or Prop. 1:2:4 slab chajjah

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.Extra over above for exterior plastering over wall up to a height of 1st floor level above ground level including curing complete as directed.Extra over above for plastering on celling and soffits of stairs up to 1st floor level (instead of plastering on walls) including curing complete as directed. sides & soffits of main tank slab chajjah

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 side In cement mortar 1:4 Extra over above for exterior plastering over wall up to a height of 1st floor level above ground level including curing complete as directed.plastering upto 1st floor level

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.

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 steel windows of standard rolled steel sections as per relevant I.S. Code, joints mitred and welded with 15mmx13mmx100mm lugs embedded in cement concrete block of M-10 grade including providing and fixing of projecting hinges (not more than 65mm and not less than 15mm wide) bolting device, steel handles, pegs, stays of 300mm long etc. complete including providing 12mmx12mm sq. bars duly welded to steel frame at not more than 12cm c/c applying a priming coat of red-lead paint etc. complete as per drawing.

Providing, fitting 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. Area of glass panes exceeding 0.52 m2. 5 mm thick

One Breeding pool 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. 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. 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) b) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., 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) 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. Without using admixture, plasticiser 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 directed. In superstructure above plinth level up to 1st floor level. In proportion 1:4.(1 cement:4 sand)

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

Brick work in cement morter with 1st class brick including racking out joints and curing complete as directed. In proportion 1:5.

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. 300mm wide and average 250mm deep with bed slope 1 in 150 with initial depth of 100mm.

One Breeding Hatching pool 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. 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. 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) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc.

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) ISI Approved Mild Steel reinforcement bar (M.S. Bar)

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. 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 in:Sides and Soffits of Beams, beam haunchings, cantilever girders, bressumers, lintels and horizontal ties. For depth not exceeding 1.0M. 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) 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. Without using admixture, plasticiser 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. In proportion 1:5. Brick wok at side and slope around HP

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

sprawn 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. Up to a depth of 2.00m below the existing ground level. 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. 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) Other ISI approved TMT reinforcement bar (SAI/BISCON/THERMAX) (For Assam Type Bldg., drain works,,retaining wall&boundary wall etc.

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) ISI Approved Mild Steel reinforcement bar (M.S. Bar) 6 mm ms corner post

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. 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 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. 20 mm thick

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. In exposed surfaces or in trenches 50 mm dia (Medium) 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. In exposed surfaces or in trenches 40 mm dia(medium) 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. In exposed surfaces or in trenches 25mm dia(medium) using other ISI marked approved brand

Supplying fitting and fixing G.I. Foot valve with strainer including cutting necessary threads to pipes. 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. In exposed surfaces or in trenches. 90mm dia.

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

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

Supplying and fitting gun metal country pit valve (full way valve) I.S.I. Make as specified and directed.25 mm dia

Supplying and fitting and fixing plastic shower of approved make 15mm dia

PUMP purchase of one 5 HP diesel driven 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.LS

Bio security measures around mini Bundh Earth work in excavation for foundation trenches of walls, retaining walls, footings of columns, steps and septic tank etc. including refilling ( return filling ) the quantity as necessary after completing 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. ( Upto a depth of 2m below the existing ground level ) In ordinary 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). In prop 1cement: 3 sand :6 coarse aggregate by volume

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

Bio Security Nursery Tank 1 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 (Earth Work for Nursery Column)

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. Brick on flat soling.

Plain cement concrete works withcoarse aggregate of sizes13mm 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 prop 1cement: 3sand : 6coarse aggregate by vol)

Roof Truss providing fitting hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant IS code as per approved design and drawing including providing MS 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 TATA make circular Hollow section CHS of Grade YST-310 conforming to I.S specification: 1161-1998

Bio- Security Tank 2 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

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. Brick on flat soling

Plain cement concrete works withcoarse aggregate of sizes13mm 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 prop 1cement: 3sand : 6coarse aggregate by vol)

Roof Truss providing fitting hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant IS code as per approved design and drawing including providing MS 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 TATA make circular Hollow section CHS of Grade YST-310 conforming to I.S specification: 1161-1998 Main Tie short span(33.7 OD) MS PIPE, Post(42.4 OD) MS PIPE, Main Tie Long span(33.7OD) MS PIPE

Bio- Security: NurseryTank 3 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 (Earth Work for Nursery Column) Column

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.

Plain cement concrete works withcoarse aggregate of sizes13mm 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 prop 1cement: 3sand : 6coarse aggregate by vol)

Roof Truss providing fitting hoisting and fixing of roof trusses including purlins fabricated using MS circular hollow section conforming to relevant IS code as per approved design and drawing including providing MS 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 TATA make circular Hollow section CHS of Grade YST-310 conforming to I.S specification: 1161-1998

AGRO SHED NET FOR NURSERY NO (1,2,3& Mini BUNDH) Ecofriendly Agro Shed Net Nursery Tank 1 Ecofriendly Agro Shed Net Nursery Tank 2 Ecofriendly Agro Shed Net Nursery Tank 3 Ecofriendly Agro Shed Net Mini bundh

Amarjyoti Talukdar