Construction of Effluent Treatment Plant(1500 cm/day) at RIMS, Imphal.

Amount

(SH : Construction of Open drain approaching ETP)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1 ; 4 (1 cement : 4 coarse sand)

15 mm cement plaster 1:3 (1cement : 3 coarse sand)

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

(SH : Construction of Screen Chamber)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1 ; 4 (1 cement : 4 coarse sand)

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in

a) Sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth

Steel work welded in built up sections, framed work in cutting hoisting fitting in position and applying a priming coat of red lead paint. In gratings, framed guard bars, ladders, railings, brackets and similar works.

Reinforcement for R.C.C. work including bending, binding and placing in position complete

15 mm cement plaster 1:3 (1cement : 3 coarse sand)

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

(SH : Construction of Grit Chamber)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1 ; 4 (1 cement : 4 coarse sand)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:3:6 (1 cem :3 c/sand :6 graded stone aggregate 20 mm nom size

15 mm cement plaster 1 :3 (1 cement : 3 coarse sand) with a floating coat of neat cement

40 mm cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggtt. 20 mm & down gauge) finished with a floating coat of neat cement.

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in

a)Foundation footings, bases of columns etc, and mass concrete.

b) Flat surface such as suspended floor, roofs, landings and the like

Reinforcement for R.C.C. work including bending, binding and placing in position complete

P/F CI cover with frame (for manhole and chambers) 600 x 450 mm – 38 Kg

P/L CI flanged Spigots (medium Class)

P/L CI sluice valve Class (I) (with cap) complete with bolts nuts, rubber insertion etc.

P/L in trenches centrifugally cast (spun) iron socket and spigot pipe Class 1A

a) 150 mm dia

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

(SH : Construction of Skimming Tank)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1 ; 4 (1 cement : 4 coarse sand)

15 mm cement plaster 1 :3 (1 cement : 3 coarse sand) with a floating coat of neat cement

40 mm cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggtt. 20 mm & down gauge) finished with a floating coat of neat cement.

P/L Cement concrete in retaining walls, return walls, walls (any thickness) i/c attached pilasters, columns, piers, abutments, pillars, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor, etc. up to floor five level, excluding the cost of centering, shuttering and finishing

a) 1 :2:4 (1 cement :2 coarse sand:4 stone aggtt. 20 mm nominal size.

P/L double socket CI bends (medium class)

P/L CI collars (medium class)

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

(SH : Construction of Stilling underground tank - 5.0 lakh litres capacity)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in columns, piers, abutments, posts and struts up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in

1:1.5:3 ( 1 cem : 1.5c/sand : 3 graded stone aggr. 20mm nom size)

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement.

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Open timbering in case of shafts, walls, cesspits, manholes and the like including strutting and shorting and packing cavities (wherever reqd) complete (measurements to be taken of the face area timbered).

Depth exceeding 3m.

Extra for planking and strutting and packing materials for cavities in close timbering if required to be left permanently in position (face area of timbered permanently left to be measured

Reinforcement for R.C.C. work including bending, binding and placing in position complete

a) Tor steel bars

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the samefor in- situ reinforced concrete and plain concrete work in

a) Foundation footings, bases of columns etc, and mass concrete.

b) Vertical surfaces such as walls (any thickness) partition and the like including attached pilasters, buttresses, plinth and string courses and the like

c) Columns, pillars, posts and struts (square, rectangular or polygon in plan

d) sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth.

e) Flat surface such as suspended floor, roofs, landings and the like floors etc upto 200 mm in thickness

Steel work welded in built up sections, framed work in cutting hoisting fitting in position and applying a priming coat of red lead paint.

In gratings, framed guard bars, ladders, railings, brackets and similar works.

15mm cement plaster 1:3 (1 `cem : 3 f/sand)

Neat cement punning

Joint filler for joints 12mm thick

P/F GI Pipes Complete with GI fittings i/c trenching and refilling etc.

GI Bends for Vent pipe

(SH : Procurement and installation of electrical Centrifugal pump set i/c delivery and section pipes, sluice valve), non-return valve etc with all electrical accessories 5 HP - 2 nos (1 no - 100% standby)

Supply of Kirloskar 5 – HP Three phase Monoblock pump, KDS- 515+

Transportation and Installation of electrical centrifugal pump i/c delivery and suction pipes, sluice valve, non- return valves, etc. with all electrical accessories like starters, wires etc.

(SH : Construction of Open Channel and its support)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work in

a) Foundation footings, bases of columns etc, and mass concrete.

b) Flat surface such as suspended floor, roofs, landings and the like

c) Vertical surfaces such as walls (any thickness) partition and the like including attached pilasters, buttresses, plinth and string courses and the like

d) Sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth

Reinforcement for R.C.C. work including bending, binding and placing in position complete

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

40 mm cement concrete flooring 1:2:4 (1 cem: 2 c/sand : 4 stone aggt 20 mm and down) finished with a floating coat of neat cement

(SH : Construction of chemical house cum electrical control room building)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Boring, providing and installation bored cast-in- situ reinforced concrete pile of specified diameter, to carry a safe working load not less than specified, excluding the cost steel reinforcement but i/c the cost of boring with casing and/or bentonite solution and length of pile to be embedded in the pile cap etc. all complete.

a) 300 mm dia

Cement concrete for reinforced in pile cap i/c formwork complete as per drawing and technical specifications.

a) M25 grade

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in

1:4:8 (1 cem :4 c/sand : 8 graded stone aggregate 40 mm nom size)

RCC work in beams, suspended floors, roofs having slope upto 150 landings, balconies, shelves, chajjas, lintels, bands, plain window sills, stair cases and spiral stair cases up to floor five level excluding the cost of centering, shuttering, finishing and reinforcement with a) 1:1.5:3 (1cement:1.5 coarse sand:3 graded stone aggt. 20 mm nominal size0

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc., columns, pillars, piers, abutments, posts and struts etc. upto floor five level excluding the cost of centering, shuttering, finishing and reinforcement 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work

a)Foundation footings, bases of columns etc, and mass concrete

b) Columns, pillars, posts and struts (square, rectangular or polygon in plan

c) sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth

d)Flat surface such as suspended floor, roofs, landings and the like

e)Stair cases with sloping or stepped, soffits i/c risers and stringers excluding landing

f)vertical surface such as walls , partition and the like i/c pilasters, buttresses, plinth and string courses and the like

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)

Half brick masonry 2nd class (local first class) in ceent mortar 1 :3 (1 cement : 3 coarse sand) in superstructure

P/L Damp proof course 40 mm thick with cement concrete 1 : 2:4 (1 cement : 2 coarse sand : 4 stone aggtt. 12.5 mm nominal size.

Filling in plinth with sandy soil under floors including watering, ramming, consolidation and dressing complete.

Reinforcement for R.C.C. work including bending, binding and placing in position complete

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

Providing wood work in frames of doors, windows, clerestory windows & other frames, wrought framed and fixed in position.

a)Local best quality Teak wood

Providing and fixing 40 mm thick panelled, glazed or panelled and glazed shutter for doors, windows and clerestory windows including bright finished brass hinges ( heavy type ) with necessary screws.

Local best quality Teak wood

Providing 40 x 3 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts ad wooden plugs and embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1cement :3 coarse sand : 6 stone aggt. 20 mm nominal gauge)

P/F M.S. Grills of required pattern to wooden frames of window etc. with MS flats at required spacing and frames alround bars with round headed bolts and nuts or by screws.

a) Plain grill

20 mm thick cement plaster skirting (upto 30 cm height with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding off

Steel work welded in built up sections, framed work in cutting hoisting fitting in position and applying a priming coat of red lead paint In stair cases including stringers, treads, land hand rails etc.

40 mm cement concrete flooring 1:2:4 (1 cem: 2 c/sand : 4 stone aggt 20 mm and down) finished with a floating coat of neat cement.

Providing and fixing aluminium Sliding bolts bright finished or / and black enamelled with nuts and screws etc. complete.

P/F Aluminium tower bolts (barrel type) with screws etc. complete

p/F Aluminium handles with necessary screws etc. complete

20 mm cement plaster 1:3 (1 cem : 3 f /sand )

10 mm thick marble tiles in risers of steps, skirting, dado walls and pillars laid on 10 mm thick base of cement mortar 1:3 (1 cement : 3 coarse sand) laid and jointed with grey cement slurry i/c rubbing and polishing complete

a) white

Applying one coat of cement primer of approved quality on wall surface.

Finishing walls with water proofing cement paint of approved quality on new work (three or more coats) to give shade.

Distempering (two or more coats) with oil bound washable distemper of approved quality on new work including priming coat to give an even shade.

Applying ready mixed priming coat (genware red lead of approved quality) on steel work.

Painting two coats (excluding priming coat) with chocolate, red, grey or buff paint of approved quality on new steel or wood work.

Varnishing (two or more coats) with superior Gopal varnish of approve quality i/c sizing on new work.

15 mm cement plaster 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement.

(SH : Construction of Flash Mixer)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Filling in plinth with sandy soil under floors including watering, ramming, consolidation and dressing complete.

Reinforcement for R.C.C. work including bending, binding and placing in position completerk

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in- situ reinforced concrete and plain concrete work in

a) Foundation footings, bases of columns etc, and mass concrete.

b) Flat surface such as suspended floor, roofs, landings and the like

c) Vertical surfaces such as walls (any thickness) partition and the like including attached pilasters, buttresses, plinth and string courses and the like

d) Sides and soffits of beams, beam haunchings, cantilevers, girders, bressumers and lintels not exceeding 1m in depth

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

Providing & fixing G I plain Sheet for water stop

Providing and laying double socket C.I. Bend (Medium class). 350 mm diameter -900

P/L S&S centrifugally cast Iron (spun)/DI Pipe conforming to IS:8329 – 300 dia DI class K-9 pipes

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

P/F stainless Steel (Grade 304) railing made of hollow tubes, channels, plates etc., including welding, grinding buffing, polishing, and making curvature (wherever required) and fitting the same with necessary stainless steel.

(SH : Construction of Clari-flocculator)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:4:8 (1 cem :4 c/sand :8 graded stone aggregate 40 mm nom size)

Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in columns, piers, abutments, posts and struts upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Providing and laying upto floor two level precast reinforced cement concrete 1:2:4 (1 cem : 2 c/sand: 4 graded stone aggregate 20 mm nom size ) including finishing and plastering with C.M 1:3 (1cem : 3 fine sand ) of thickness not exceeding 6 mm to give an even and smooth surface, centering and shuttering but excluding the cost of reinforcement in String courses, copings, bed plates, anchor blocks, plain window sill and the like.

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size

Reinforced cement concrete work in chimneys and shafts upto floor two level including finishing and plastering the exposed surface with C.M 1:3 (1 cem :3 fine sand ) of thickness not exceeding 6 mm to give a smooth and even surface but excluding cost of centering, shuttering and reinforcement with 1:2:4 ( 1cem : 2 c/sand : 4 graded stone aggregate 20 mm nom size)

Reinforcement for R.C.C. work including bending, binding and placing in position complete

a) Tor Steel

Providing form works including centering and shuttering so as to give a rough finishq, strutting and propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concret work in

a) Foundation footings, bases of columns etc, and mass concrete

b) Vertical surface such as walls (any thickness) partition and the like including attached pilasters, buttresses, plinth and string courses and the like

c) Flat surface such as suspended floor, roofs, landings and the like

d) Columns, pillars, posts and struts (square, rectangular or polygon in plan)

e) Sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth

f) chimneys and shafts

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m.

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 40 mm nom size)

40 mm cement concrete flooring 1:2:4 (1 cem: 2 c/sand : 4 stone aggt 20 mm and down) finished with a floating coat of neat cement.

20 mm cement plaster ( in two coats ) under- layer 12 mm cement plaster 1:3 ( 1cem : 3 c/sand ) finished with 8 mm cement plaster 1:6 ( 1 cem : 6 fine sand ).

Applying one coat of cement primer of approved quality on wall surface.

Finishing walls with water proofing cement paint of approved quality on new work (three or more coats) to give shade.

Providing and fixing in position GI plain Sheet 24 BG as per Design for water stop

Cement concrete 1:2:4 (1 cem : 2 c/sand : 4 stone aggt 10 mm nominal size) in pavemen troads, taxi tracks and runways laid to the required slopes and camber including compaction, tamping, finishing and curing complete.

Providing & Laying in trenches centrifugally cast (spun) iron socket and spigot pipe Class A (earthwork in trenches to be measured and paid for separately).

Scour pipe – 200 mm

P/L CI Flanged Spigots (medium class) 200 mm

P/L CI Sluice Valve Class I (with cap) complete with bolts & nuts, rubber insertion etc. 200 mm

(SH : Construction of Sludge pit)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size

Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement. 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the samefor in- situ reinforced concrete and plain concrete work in

a) Foundation footings, bases of columns etc, and mass concrete.

b ) Vertical surfaces such as walls (any thickness) partition and the like including attached pilasters, buttresses, plinth and string courses and the like

c) Flat surface such as suspended floor, roofs, landings and the like floors etc upto 200 mm in thickness

Reinforcement for R.C.C. work including bending, binding and placing in position complete Reinforcement for R.C.C. work including bending, binding and placing in position complete

a) Tor steel bars

40 mm cement concrete flooring 1:2:4 (1 cem: 2 c/sand : 4 stone aggt 20 mm and down) finished with a floating coat of neat cement.

15 mm cement plaster 1:3 (1 cem : 3 f /sand

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

P/F CI cover with frame (for manhole and chambers) 600 x 450 mm – 38 Kg

Close timbering in case of shafts, walls, cesspits, manholes and the like including strutting and shorting and packing cavities (wherever reqd) complete (measurements to be taken of the face area timbered).

(SH : Construction of Filter Press Building)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, columns, pillars, piers, abutments, posts and struts etc. but excluding the cost of centering, shuttering a upto floor five level excluding cost of centering, shuttering, finishing and reinforcement 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1:4 (1 cement : 4 coarse sand)

Half brick masonry 2nd class (local first class) in ceent mortar 1 :3 (1 cement : 3 coarse sand) in superstructure

P/L Damp proof course 40 mm thick with cement concrete 1 : 2:4 (1 cement : 2 coarse sand : 4 stone aggtt. 12.5 mm nominal size.

Filling in plinth with sandy soil under floors including watering, ramming, consolidation and dressing complete.

Reinforcement for R.C.C. work including bending, binding and placing in position complete

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

Providing wood work in frames of doors, windows, clerestory windows & other frames, wrought framed and fixed in position.

a)Local best quality uningthou wood

Providing and fixing 40 mm thick panelled, glazed or panelled and glazed shutter for doors, windows and clerestory windows including bright finished brass hinges ( heavy type ) with necessary screws.

a) Local best quality Uningthou wood

Providing wood work in trusses, purlins, rafters, posts, post plate, wall plate and the like wrought framed hoisted and fixed in position.

a) Uchan/Tairen/tolhao/khangra

Providing 40 x 3 mm flat iron hold fast 40 cm long i/c fixing to frames with 10 mm dia bolts nuts ad wooden plugs and embedding to cement concrete block 30 x 10 x 15 cm 1:3:6 (1cement :3 coarse sand : 6 stone aggt. 20 mm nominal gauge)

P/F M.S. Grills of required pattern to wooden frames of window etc. with MS flats at required spacing and frames alround bars with round headed bolts and nuts or by screws.

a) Plain grill

20 mm thick cement plaster skirting (upto 30 cm height with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement including rounding off junction with floors.

40 mm cement concrete flooring 1:2:4 (1 cem: 2 c/sand : 4 stone aggt 20 mm and down) finished with a floating coat of neat cement

P/F Aluminium tower bolts (barrel type) with screws etc. complete

P/F Aluminium handles with necessary screws etc. complete

20 mm cement plaster 1:3 (1 cem : 3 f /sand )

Applying one coat of cement primer of approved quality on wall surface.

Finishing walls with water proofing cement paint of approved quality on new work (three or more coats) to give shade.

Distempering (two or more coats) with oil bound washable distemper of approved quality on new work i/c priming coat to give an even shade

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the same for in-situ reinforced concrete and plain concrete work

a) Foundation footings, bases of columns etc, and mass concrete

b) Column, pillars, posts and struts (square, rectangular or polygon in plan

c) Sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth

Applying ready mixed priming coat pink primer of approved quality on wood work

Painting two coats (excluding priming coat) with chocolate, red, grey or buff paint of approved quality on new steel or wood work.

Painting one or more coats with black japan to give an even shade

Corrugated GI sheets roofing 24 BG fixed galvanized iron J orL hooks 8 mm dia GI limpet and bitumen washer complete excluding the cost of purlins, rafter and trusses & GI sheets etc. complete.

Ridge or hips 600 mm over all in plain GI sheets 24 BG fixed galvanized iron J or L hooks 8 mm dia GI limpet and bitumen washer complete the cost of GI sheet

Providing and fixing in position collapsible steel shutters with vertical channels 20mm x 10mm x2mm and braced with flat iron diagonals 20mm x 5 mm with top and bottom rails of T – iron 40mm x 40mm x 6mm with 38 mm dia steel Pulleys complete with bolts & nuts, locking arrangements, stoppers, handles i/c applying a priming coat of red lead paint.

Supplying H.D. bolts 106 cm long with 12mm dia iron rod for fixing the post plate or wall plate i/c cost of nuts.

Supplying 40mm x 3mm x 275mm FB twisted plate i/c cost of bolts and nuts.

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

(SH : Procurement and installation of Sludge dewatering filter press)

Procurement and installation of Sludge dewatering filter Press.

a) Supply of sludge dewatering filter press

b) Transportation and installation charges and steel gate at outside drain

(SH : Procurement and installation of Pressure Sand Filter )

Procurement and installation of pressure sand filter

a) Supply of Pressure Sand Filter

b) Transportation and installation charges i /c cost of valves, delivery pipes etc

(SH : Procurement and installation of electrical Centrifugal pump set i/c delivery and section pipes, sluice valve, non- return valves etc. with all electrical accessories- 15 HP – 2 nos (1 no – 100% standby) ]

Supply of Kirloskar 15 – HP Three phase Monoblock pump, KDS- 1575

Transportation and Installation of electrical centrifugal pump i/c delivery and suction pipes, sluice valve, non- return valves, etc. with all electrical accessories like starters, wires etc.

[SH : Procurement and installation of Sintex water tank -2000 litres capacity – 2 nos for storing water for alum and bleaching powder solution tank]

Procurement and installation of Sintex water tank – 2000 litres capacity

Providing and fixing CPVC pipe line- 20 mm dia for Alum and Bleaching powder solution tanks starting from Sintex tank with necessary stop cocks etc., complete

(SH : Construction of open drain from pressure sand filter building to filter press building)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1 ; 4 (1 cement : 4 coarse sand)

15 mm cement plaster 1:3 (1cement : 3 coarse sand)

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

(SH : Construction of Open drain from filter press building to screen chamber junction)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1 ; 4 (1 cement : 4 coarse sand)

15 mm cement plaster 1:3 (1cement : 3 coarse sand)

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

(SH : Construction of Open drain from screen chamber junction to the drain approaching ETP)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

2nd class (local first class) brickwork in foundation and plinth in cement mortar 1 ; 4 (1 cement : 4 coarse sand)

15 mm cement plaster 1:3 (1cement : 3 coarse sand)

Filling available excavated earth (e/c rock) in trenches, plinth sides of foundation etc in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering lead upto 1.5 m

(SH : Supply of Chemicals for 3 months – Trial run)

Suply of alum @ 45kg/day

a) Soft soil

Supply of Bleachig Powder @ 18kg/day

SH: Providing of Internal Electrification Installation.

SUB HEAD-1: WIRING IN STEEL CONDUIT

Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.

Group A

Group B

Group C

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

5/6 A switch

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required..

8 Module (125 mmX125 mm)

SUB HEAD-II : MCCB, MCB & DB’S

Providing and fixing (following rating and breaking capacity) MCCB in existing cubicle panel board including drilling holes in cubicle panel, making connections, etc. as required.

Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCB/RCCB/Isolator)

12 way, Double door

Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required

Single pole

Providing and fixing following rating RCCB in existing cubical panel board i/c drilling holes in cubical panel making connection etc as reqd

SUB HEAD-III: RISING MAIN AND BUS TRUNKING

Providing and fixing ( following capacity TP & N) disconnector fuse switch unit inside the existing cubicle panel board with ISI marks HRC fuses including drilling holes in the cubicle panel board making connections as required.

S/F 48" (1200mm) A.C. ceiling fan complete with down rod, canopy, 3 (three) blades but without regulator etc as reqd. (Make Bajaj/ Usha or similar

SUB HEAD V:- NON DSR ITEM (ANALYSED MARKET RATE)

Supplying , Installation, testing and commissioning of LED Lamp (havell,s /Bajaja/Phillips/Cromton). including connection etc. as required.

With CFL 12/15 Watts Lamp.

Supplying, Erection, testing and commissioning of (pre-wired) wall bracket/ceiling fittings of all sizes and shapes containing CFL/LED/W GLS lamps per fitting, complete with all accessories including connection etc. as required (havell,s /Bajaja/Phillips/Cromton).

Ceiling fitting (Surface) with 12/15 watt LED Lamp.

SH: Providing of Mechanical & Electrical Equipment for Flash Mixer.

Electrical Equipment

Supply of Kirloskar 2-HP Three Phase Monoblock Centrifugal pump, KDS series

Wiring for circuit/ submain wiring along with earth wire with the following sizes of FR PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.

2 X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

2 X 4 sq. mm + 1 X 4 sq. mm earth wire

Supplying and fixing following modular switch/ socket on the existing modular plate & switch box including connections but excluding modular plate etc. as required.

5/6 A switch

Supplying and fixing following size/ modules, GI box alongwith modular base & cover plate for modular switches in recess etc. as required..

8 Module (125 mmX125 mm)

SUB HEAD-II : MCCB, MCB & DB’S

Providing and fixing following rating RCCB in existing cubical panel board i/c drilling holes in cubical panel making connection etc as reqd

Mechanical Equipment

Chemical Solution Flow Meter

Flow pipe

Discharge Flow meter

SH: Providing and Erecting of Electrical & Mechanical Equipments for Clariflocculator.

Electrical Equipement

11 KV Equipment (Lightning Arrestors, AB Switch/ Isolators & Insulators etc)

Lightning Arrestors

AB Switch

Isolators

Insulators (Pin Type)

Power / Distribution Transformer (100kVA 3-Phase Oil Cooled Distribution Transformer

HT Metal Enclosed Switchgear

LT Metal Enclosed Switchgears:

Power and Control Cables

Induction Motors

Control Panels for Miscellaneous Equipment

Lighting System

Earthing System

Slip Ring

Mechanical Equipment

Control Panel

Water level Sensor

Conveyor System

Mechanical Fine Band

Automatic Drum screen

Fabricator

Grit Washer

Clarifiers

Diffused Air Aeration system

Air Blowers

Blower Discharge Pipe

(SH : Construction of Stilling underground tank - 5.0 lakh litres capacity)

Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms lift upto 1.5m including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 m.

a) Soft soil

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:5:10 (1 cem :5 c/sand :10 graded stone aggregate 40 mm nom size)

Providing and laying cement concrete in foundation and plinth excluding the cost of centering and shuttering in 1:2:4 (1 cem :2 c/sand :4 graded stone aggregate 20 mm nom size

Reinforced cement concrete work in foundation footings, bases of columns etc. and mass concrete, excluding cost of centering, shuttering and reinforcement in 1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size

Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets etc. upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1 cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Reinforced cement concrete work in columns, piers, abutments, posts and struts up to floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement in

1:1.5:3 ( 1 cem : 1.5c/sand : 3 graded stone aggr. 20mm nom size)

Reinforced cement concrete work in suspended floors, roof, landing, shelves and their supports balconies, lintels, beams, plinth beams, girders, bressumers and cantilevers, upto floor two level including finishing and plastering the exposed surface with cement mortar 1:3 (1cem : 3 fine sand) of thickness not exceeding 6 mm to give a smooth and even surface but excluding the cost of centering, shuttering and reinforcement.

1:1.5:3 ( 1 cem : 1.5 c/sand : 3 graded stone aggregate 20 mm nom size )

Open timbering in case of shafts, walls, cesspits, manholes and the like including strutting and shorting and packing cavities (wherever reqd) complete (measurements to be taken of the face area timbered).

Depth exceeding 3m.

Extra for planking and strutting and packing materials for cavities in close timbering if required to be left permanently in position (face area of timbered permanently left to be measured

Reinforcement for R.C.C. work including bending, binding and placing in position complete

a) Tor steel bars

Providing form works including centering and shuttering so as to give a rough finish, strutting and propping etc, height of propping and centering below supporting floor to ceiling not exceeding 4 m and removal of the samefor in- situ reinforced concrete and plain concrete work in

a) Foundation footings, bases of columns etc, and mass concrete.

b) Vertical surfaces such as walls (any thickness) partition and the like including attached pilasters, buttresses, plinth and string courses and the like

c) Columns, pillars, posts and struts (square, rectangular or polygon in plan

d) sides and soffits of beams, beam haunchings cantilevers, girders, bressumers and lintels not exceeding 1 m in depth.

e) Flat surface such as suspended floor, roofs, landings and the like floors etc upto 200 mm in thickness

Steel work welded in built up sections, framed work in cutting hoisting fitting in position and applying a priming coat of red lead paint.

In gratings, framed guard bars, ladders, railings, brackets and similar works.

15mm cement plaster 1:3 (1 `cem : 3 f/sand)

Neat cement punning

Joint filler for joints 12mm thick

P/F GI Pipes Complete with GI fittings i/c trenching and refilling etc.

GI Bends for Vent pipe

MEDIS

Khaidem Naocha Singh