Infrastructure, Development work at District Police Head Quarter, Kakching District

Amount

SH:-(A) Compound Wall Fencing for a length of 495.20Rm with steel gate 2(two) No.

(a) Steel Gate

SH : EARTHWORK

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

Filling available earth ( excluding rock ) on trenches, plinth sides of foundationin layers not exceeding 20 cm.in depth consolidating each deposited layers by ramming and watering lead upto 1.5 m.

SH : CONCRETE WORKS

Providing and laying in foundation and plinth excluding the cost of centering and shuttering - (a) 1 : 5 : 10 ( 1cem : 5 c/ sand : 10 gr. st. aggrt. 40 mm. n / size )

SH : R.C.C. WORKS

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

RCC work in walls (any thickness) i/c attached pilasters, buttresses, plinth abd string courses, fillets, columns,pilars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete (a) M.S bars.

( b ) Tor steel bars.

SH : FORM WORKS

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(a) Foundation, footing, bases of column etc. and mass concrete..(using 12mm shuttering ply)

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

SH : BRICKS WORKS

2nd class (local 1st class) brick work in superstructure above plinth level upto 1st floor level in (a) c.m. 1:4 ( 1 cem : 4 c / sand )

SH : FINISHING

Flushed or rulled pointing on brick work (b) 1;3(1cem:3 f/sand)

Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.

SH : STEEL GATE

Providing and fixing steel gate partly grills and partly M.S. sheet 3.16 mm thick with M.S. angle frame of 65 X 65 X 6 mm including handles, hold fasts, locking arrangment and applying a priming coat of red lead paint ( as per standard design),

(b) COMPOUND FENCING

SH : EARTH WORK

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.

SH : CONCRETE WORKS

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:5:10 (1 cem :5 Coarse sand: 10 graded stone aggrt. 40mm nominal size).

SH : R.C.C. WORKS

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

RCC work in walls (any thickness) i/c attached pilasters, buttresses, plinth abd string courses, fillets, columns,pilars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

Providing and laying upto floor two level R.C.C. 1 : 1.5 :3 ( 1 cement : 1.5 course sand : 3 graded stone aggregate 20 mm nominal size) including finishing and plastering with cement mortar 1 : 3 ( 1 cement : 3 fine sand) of thickness not exceeding 6 mm on exposed surface to give an even and smooth surface, centering and shuttering but excluding the cost of reinforcement in (a) String courses, coppings, bed plates, anchor blocks, plain window sills and the like.

Reinforcement for R.C.C.work including bending,binding and placing in position complete ( a ) Mild steel bars.

( b ) Tor steel bars.

SH : FORM WORKS

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in. (a) Foundation footings, bases of columns etc. and mass concrete.

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

(d) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

BRICKS WORKS

Half brick masonry 2nd class (local first class) in cement mortar 1:4 (1 cement : 4 coarse sand) in superstructure above plinth.

SH : FINISHING

12mm cement plaster 1:4 (1 cement : 4 coarse sand).

15mm cement plaster 1:4 (1 cement : 4 coarse sand).

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

Finishing walls weather shield Paint of approved quality on new work ( three or more coats) to give an even shade.

Providing and applying plaster of paris putty of 2 mm thickness over plaster surface to prepare the surface even and smooth complete. For plastic emulsion paint.

SH : FENCING

75 cm, high fencing with angle iron post 50 X 50 X 6 mm of 1.24 m long placed at every 2.44 m apart embeded in R.C.C. columns and every 1st, 5th and corner posts to be struted providing with 6 (six) horizontal lines and two diagonals of G.I. barbed wire ( 0.164 kg/m.) between two posts filled and fixed with G.I. staples etc. complete.

SH:-(B) SENTRY TOWER (BLOCK A,B,C ,D)

SH: EARTH WORK

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.

Filling in plinth with sandy soil under floors including watering ramming,consolidating and dressing complete with a lead of 50m

SH : CONCRETE WORKS

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:5:10 (1 cem :5 Coarse sand: 10 graded stone aggrt. 40mm nominal size).

SH : R.C.C. WORKS

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

RCC work in walls (any thickness) i/c attached pilasters, buttresses, plinth abd string courses, fillets, columns,pilars, piers, abutments, posts and struts etc. upto floor five level excluding cost of centering, shuttering, finishing and reinforcement :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

RCC work in beams,suspended floors, roofs having slope 15* landings, balconies, shelves, chajjas, lintels, bands plain window sills, staircases upto floor five level excluding the cost of centering, shuttering finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete ( a ) Mild steel bars.

(b) Tor steel bars.

FORM WORKS

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete.

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

(d) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

( d)Flat surface such as suspended floor,roofs,landing & the like ( i) floor etc upto 200mm in thickness

(e)Edges of slab and breaks in floor not exceeding 1m in depth

BRICKS WORKS

2nd class (local first class) brick work in foundation and plinth in cement mortar 1:4(1 Cem:4C/Sand)

2nd class (local first class) brick work in superstructure (1) above plinth level upto 1st floor level in cement mortar 1:4(1 Cem:4C/Sand)

SH : STONE WORKS

Polygonal rubble masonary/R.R. masonary (uncoursed/brought to course)/Sq. rubble masonary (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth in cement mortar 1 : 6 (1 cement : 6 course sand) including levelling with cement concrete 1 : 6 : 12 (1 cement : 6 course sand : 12 gr. st. aggregate 20 mm nominal size).

WOOD WORKS

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

Providing & fixing expanded metal 20 x 60 mm strands 3.25 m wide & 1.6 mm thick for windows etc. i/c 60 x 20 mm beading of 1st class Uningthou.

SH : ROOFING & CEILING

C.G.I. sheet 26 B.G. fixed with galvanised iron J or L hooks 8mm dia G.I. limpet and bitumen washer complete, excluding the cost of purlins, rafter and trusses.

Ridges and valleys 610 mm overall in plain G.I. sheets 24 BG fixed with galvanised iron J or L hooks 8 mm dia. Limpet and bitumen washers complete.

SH : STEEL WORKS

Providing & fixing M.S. round holding down or anchor bolts with nuts & washer plates complete.

Providing and fixing 40 X 6 mm FB wind ties to G.I. sheet roof with hook bolts.

Steel welded in built up sections, framed work in cutting, hoisting, fitting in position & priming coat of red lead paint (b) In staircases including stringers, treads, landing, hand rails etc..

P/F 1 mm thick M.S. sheet garrage doors with frame of 40 X 40 X 6 mm, angle iron 3.15 mm M.S. gusset plate at the junction of corners with handles, stoppers of locking arrangement etc. i/c applying a priming coat of red lead paint.a) Using M.S. angles 40 x 40 x 6mm for diagonal braces.

Supplying 40 mm X 3 mm X 275 mm F.B. twisted plate i/c cost of bolts & nuts.

SH : FLOORING

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

SH : FINISHING

12mm cement plaster 1:4 (1 cement : 4 coarse sand).

15mm cement plaster 1:4 (1 cement : 4 coarse sand).

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

Coal tarring two coats on new work using 10 sqm. not less than 1.6 litres of coat tar of approved quality for 1st coat 1.2 litres for second coat.

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

Applying ready mixed priming coat (genuine red lead of appd. Quality) on steel work.

Painting (two or more coats excluding priming coat) with superior ready mixed paint for steel work of approved quality in all shades on new steel work to give an even shade.

Painting two or more coats (excluding priming coat) with superior ready mixed paint for wood work of appd. quality in all shades on new work to give an even shade.

Providing and applying plaster of paris putty of 2 mm thickness over plaster surface to prepare the surface even and smooth complete. For plastic emulsion paint.

Finishing walls weather shield Paint of approved quality on new work ( three or more coats) to give an even shade.

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

SH : MISCELLANEOUS

P/F20 mm thick plank as eave board with (a) Uchan/Tolhao wood

SH:-( C ) LAND DEVELOPMENT

Banking excavated earth in layer not exceeding 20cm. In depth, breaking cods, watering, rolling each layer with 1/2 tonne roller or wooden or steel rammer and rolling every third and topmost layer with power rollelr of minimum 8 tonne and dressing up in embankment for roads, marginal banks flood banks and gide bank lead upto 15KM and lift upto 1.5 metre in hard dense soil.

SH:-(D) RETAINING WALL

EARTH WORK

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.

CONCRETE WORKS

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (a) 1:3:6 (1 cem :3 Coarse sand: 6 graded stone aggrt. 40mm nominal size).

R.C.C. WORKS

RCC work in beams,suspended floors, roofs having slope 15* landings, balconies, shelves, chajjas, lintels,bands plain window sills, staircases upto floor five level excluding the cost of centering, shuttering finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

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

( b ) Tor steel bars.

FORM WORKS

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in. (using 12mm shuttering ply)

(d) Sides & soffits of beams, beam haunchings, cantilevers, girders, bressummers and lintels not exceeding 1m in depth.

STONE WORKS

Polygonal rubble masonary/R.R. masonary (uncoursed/brought to course)/Sq. rubble masonary (uncoursed/brought to courses) with hard stone of approved quality in foundation and plinth in cement mortar 1 : 6 (1 cement : 6 course sand) including levelling with cement concrete 1 : 6 : 12 (1 cement : 6 course sand : 12 gr. st. aggregate 20 mm nominal size).

Providing wheep holes in plain concrete/reinforced concrete abutments,wing wall/return wall complete as per drawing and technical specification

Boulder filling dry hand packed tightly as in pitching & slush etc. complete wire creats apron (wire creats to be neasure separately)

SH:-(E) STORM WATER ,DRAIN AND CULVERT

Earth work in excavation in foundation trenches or drains i/c dressing of sides and ramming of bottoms,including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead to 50 m.in Hard dense soil. (a) Lift upto 1.5 m

Filling available excavated earth (excluding rock) in trenches, plinth sides of foundation etc. in layers not exceeding 20cm in depth consolidating each deposited layer by ramming & watering lead upto 50m and lift upto 1.5m.

SH : CONCRETE WORKS

Providing and laying in foundation and plinth excluding the cost of centering and shuttering - (a) 1 : 5 : 10 ( 1cem : 5 c/ sand : 10 gr. st. aggrt. 40 mm. n / size )

P/L cement concrete in foundation and plinth excluding the cost of centering and shuttering : - (b) 1:3:6 (1 cem :3 Coarse sand:6 graded stone aggrt.40mm n/size).

(c) 1:2:4 (1 cem :2 Coarse sand:4 graded stone aggrt.20mm n/size).

SH : R.C.C. WORKS

Providing and laying in position specified grade of reinforced cemen concrete, excluding the cost of centering shuttering finishing and reinforcement - All work up to plinth level :(a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

RCC work in beams,suspended floors, roofs having slope 15* landings, balconies, shelves, chajjas, lintels,bands plain window sills, staircases upto floor five level excluding the cost of centering, shuttering finishing and reinforcement (a) 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggrt. 20mm nominal size).

Reinforcement for R.C.C.work including bending,binding and placing in position complete ( a ) Tor steel bars.

FORM WORKS

Providing form work i/c centering & shuttering so as to give a rough finish strutting and propping etc. height of propping and centering below supporting floor to ceiling not exceeding 4m and removal of the same for insitu reinforced concrete to and plain concrete work in.(using 12mm shuttering ply)(a) Foundation footings, bases of columns etc. and mass concrete..

(d) Flat surfaces such as suspended floor, roofs landings and the like (i) floors etc. upto 200mm in thickness.

(e) Edges of slab and breaks in floors and walls (i) Under 20cm wide

BRICKS WORKS

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

SH : FINISHING

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

Jerry Ramrosiama Tlau

Yumkham Subhaschandra Meetei