Construction of Working Women Hostel at Keirao, Imphal East, Manipur

Amount

Boring, providing and installion bored cast-in-situ reinforced cement pile of specified diameter and length below the pile cap M35 in cement concrete, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with casing and/or bentonite solution and the length of pile to be embeded in the pile cap etc. all completed (length of the pile for payment shall be measured upto bottom of pile cap)

600 mm dia piles

EARTHWORK

Earthwork in excavation in foundation trenches or drains including dressing of sides and ramming of bottoms, lift upto 1.5 metres including getting out the excavated soil and disposal of surplus excavated soil as directed within a lead of 50 metres (Hard/Dense Soil)

Filling available excavated earth (excluding 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 50 meters lift upto 1.5 metre.

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

CONCRETE WORK

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

DAMP-PROOF COURSE

Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 (1 cement :2c/sand :4 course aggregate 20mm nominal size )

Extra for providing and mixing water proofing materials in cement concrete work in doses by weight of cement as per manufacturer's specification.

Applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 kg per sqm on damp-proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in Kerosene oil.

RE-INFORCED CEMENT CONCRETE WORK

Providing and laying in position specified grade of reinforced cement concrete,excluding the cost of centering,shuttering,finishing and reinforcement-All work up to plinth level:

1:1:2(1 cement :1coarse sand:2 graded stone aggregate 20mm nominal size)

Reinforced cement concrete works in beams,suspended floors,roofs having slope up to 15˚ landing,balconies,shelves,chajjas,lintels,bands,plain window sills,staircases and spiral stair cases up to floor five level excluding the cost of centering,shuttering,finishing and reinforcement,with

1:1.5:3(1 cement :1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

Reinforced cement conerete work in walls(any thickness),including attached pilasters,buttresses,plinth and stringcourses, fillets, columna, pillars,piers,abutments,posts and struts etc.up to floor level excluding cost of centering,shuttering,finishing and reinforcement:

1:1.5:3(1 cement :1.5 coarse sand:3 graded stone aggregate 20mm nominal size)

STEEL REINFORCEMENT

Steel reinforcement for R.C.C work I/c straightening,cutting,bending, placing in position and binding all complete(Thermo-Mechanically Treated bars

BRICKWORK

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

HALF BRICK MASONRY

Half brick masonary 2nd class (local 1st class) in cement mortar 1:4 (1 cement: 4 coarse sand) in superstructure

Ground Floor walls

Floor-I walls

Floor-II walls

Floor-III walls

Mumty

Parapet

FORMWORK

Providing formworks I/c 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, footing, bases of columns etc. and mass concrete

Flat surface such as suspended floors,roofs,landing and the like

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

(h)(i) Sides and soffits of beams, beam haunchings, cantilivers, girders, bressumers and lintels exceeding 1m in depth.

Staircase with sloping or stepped,soffits i/c risers and stringers excluding landing

STEEL WORK

Providing & fixing M.S. fan clamp type I of 16 mm dia M.S. bar bent to shape with hooked ends in R.C.C. slabs during laying i/c painting the exposed portion of loops, all per standard design complete

Fixing standard steel doors,windows and ventilators in walls with 16x3.15 lugs 10 cm long embedded in cement concrete block 15x10x10 cm size of 1:3:6(1cement:3 coarse sand:6 stone aggrt.20 mm nominal size)or with wooden plugs & screws or rawl plugs & screws or with fixing clips or with bolts & nuts as required with lugs (only steel doors/windows/ventilators)shall be supplied for fixing free of cost at site of work or cost of supply of one or more of these materials shall be paid under seperate items.

WOOD WORKS

Providing wood works in frames of doors, windows, clearstory windows and other frames wrought, framed and fixed in position.

Local best quality Uningthou

Providing and fixing 38 mm thick panelled glazed or paneled and shutters for doors,windows and clearstorey windows I/c bright finished brass hinges with necessary screws.

Local best quality Uningthou

Providing 40x3 mm flat iron hold fast 40 mm long fixing to frames

Providing and fixing bright finished steel 100 mm door mortise latch and a pair of lever handles with necessary screws complate (Indian make of approved quality)

Providing and fixing M.S. Tower bolts (barrel type ) with screws 200x10mm

FLOORING

25 mm thick cement concrete flooring 1:2:4 ( 1 cement :2 c/sand :4 stone aggregate 20 mm nominal guage ) finished with a floating coat of net cement

White glazed tiles 10mm in flooring, treads or steps & landing laid on a bed of 12 mm thick cement mortar 1:3 (1 cement : 3 coare sand) finished with flush pointing in white cement.

White glazed tiles 10 mm thick in risers of steps & dado on 10mm thick cement plaster 1:3 (1 cement : 3 coarse sand) & jointed with white cement slurry. 20x 30 cm size

Kota stone slab flooring over 20 mm (average ) thick base of cement mortar 1:6 (1 cement:6 coarse sand ) laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete.15-18 mm thick

FINISHING

Internal wall plaster 12 mm thick with cement mortar 1:4 (1 cement :4f/sand )

External wall plaster 15 mmthick with cement mortar 1:4 (1cement :4 f/sand )

RAIN WATER PIPES

Providing & fixing on wall face G.I. rain water pipe i/c filling the joints with spun yarn soaked in neat cement slurry & cement mortar 1:2(1 cement : 2 fine sand).100mm dia.

Providing & fixing M.S. holder bat clamps embedded in & i/c cement concrete blocks 112.5 mm x 112.5 mm of 1:2:4 mix (1 cement: 2 coarse sand :4 hard stone ballast 20 mm & down gauge). 100 mm dia.

Providing & fixing on walls face G.I. head for rain water pipe i/c filling the joints spun yarn soaked in neat cement slurry & cement mortar 1:2 (1cement: 2 fine sand). 100 mm dia.

Providing & fixing on walls face G.I. band for rain water pipe i/c fitting the joints spun yarn soaked in neat cement slurry & cement mortar 1:2 (1cement: 2 fine sand). 100 mm dia.

CEMENT PAINTING - ORDINARY

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 (two or more coats ) to give an even shade.

Providing and applying plaster of paris putty of 2mm thickness over plastered surface to prepare the surface even and smooth complete.

PRIMING COAT

Applying ready mix priming coat, pink primer of approved quality of wood work

SUPERIOR READY MIXED PAINTING

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

SUPERIOR GLOSS ENAMEL PAINT

Painting (two or more coats) with superior gloss enamel paint of any shade of approved quality on new steel work to give an even shade.

PLASTIC EMULSION PAINT

Painting on wall with (two coats) of plastic emulsion paint of approved quality in all shades on new work to give an walls to give an even shade

MISCELLANEOUS

Providing under layer for plinth protection of 75 mm thick rammed & consolidated & grouted with fine sand i/c preparation of ground.

Providing plinth protection of 50 mm thick in cement concrete 1:3:6(1cement3coarse sand 6graded stone aggregate of 20mm nominal size)i/c finishing the top surface of concrete smooth

PILE LOAD TEST

Vertical load testing of piles in accordance with IS 2922 (Part IV) including installation of loading platform by Kentledge/Anchor pile method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification and direction of Engineer-in-Charge

Pile load testing equipment with technicians

Sh:Land Development

Excavation in hill Area in soil by mechanical means including cutting and treming of sides slops and disposing of excavated earth with all lift and lead upto 50 m.

M/s Acura Ventures