Alappuzha Heritage Project - Civil Works for the Construction of Loom Shed in New Model Coir Society, Alappuzha

Amount

SH :1.00 EARTHWORK

2.32 : Clearing grass and removal of the rubbish up to a distance of 50 m outside the periphery of the area cleared.

2.8.1 : Earth work in excavation by mechanical means (Hydraulic excavator) /manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift up to 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m.All kinds of soil

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

2.27 : Supplying and filling in plinth with Jamuna sand under floors, including watering, ramming consolidating and dressing complete.

SH: - 2.00 - CONCRETE WORK

4.1.8 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:4:8 (1 cement : 4 coarse sand : 8 graded stone aggregate 40 nominal size)

SH: - 3.00 - R.C.C. WORK

5.1.2 : 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:1:1:5:3 (1 cement 1.5 coarse sand :3 graded stone aggregate 20 mm nominal size

5.2.2 : 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. up tot floor five level excluding cost of centering, shuttering, finishing and reinforcement :1:1.5:3( 1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size)

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15⁰ landings, 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, with1:1.5:3 (1 cement : 1.5 coarse sand (Zone III) : 3 graded stone aggregate 20 mm nominal size).

5.9.1 : Centering and shuttering including strutting, etc. and removal of form for:Foundations, footings, bases of columns, etc for mass concrete

5.9.5 : Centering and shuttering including strutting, etc. and removal of form for:Lintels, beams, plinth beams, girders bressumers and cantilevers

5.9.6 : Centering and shuttering including strutting, etc. and removal of form for:Columns, Pillars, Piers, Abutments, Posts and Struts

Centering and shuttering including strutting, propping etc. and removal of form for : Extra for shuttering in circular work (20% of respective centering and shuttering items)

5.22.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth levelThermo - Mechanically Treated bars of grade Fe-500D or more

5.22A.6 : Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete above plinth level.Thermo - Mechanically Treated bars of grade Fe-500D or more

SH: - 4.00- MASONRY WORK

50.6.2.1 : Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x15 cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 15cm in: CM 1:6 ( 1 cement :6 coarse sand) etc complete

SH: - 5.00 - STEEL WORK

10.16.1 : Steel work in built up tubular (round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. Hot finished welded type tubes

SH: - 6.00 - FLOORING WORK

Providing and laying at all levels average 50mm thick VDF monolithic flooring laid to slope as per requirements, comprising of 1 portion of cement and 2 parts of coarse sand and 4 parts of 12.5 mm down size stone aggregate by volume . The floor shall be laid in panels formed with the PVC strips of 35 mm x 6 mm of size not more than 10 sq.m. (one side not exceeding 3 m) including sprinkling non-metallic (chemical) floor hardener Nitoflor hard top of Fosroc at the rate of 3 Kg/sqm. before final machine trowelling and finishing as per manufacturer's specification and as per approved layout and curing etc. including all labour, material, plant & equipment etc.,at basement area and other locations complete as directed by the Engineer in charge

8.12 : Providing and laying flamed finish Granite stone flooring in required design and patterns, in linear as well as curvillinear portions of the building all complete as per the architectural drawings with 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. all complete as specified and as directed by the Engineer-in-charge.a. Flamed finish granite stone slab Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent.

SH: - 7.00- ROOFING WORK

12.48 : Providing & fixing on roof pressed clay tile (Mangalore tile) of 20 mm nominal thickness and of approved size and as per approved pattern on steel frame work complete (steel frame work to be paid separately)

Providing and laying MP hip and ridge tiles with class AA Mangalore pattern tiles of approved brand including fixing with as surki mortar 1:1/2:8 as directed by Engineer-in-Charge at all levels.

Providing valley by using 20 gauge plain Aluminium sheet or equivalent quality with necessary overlaps at ends,with necessary steel nails ,eve plate etc including necessary scaffolding complete as per the instruction of engineer in charge

Providing fixing on ceiling factory pressed clay decorative floral tile (under mangalore tile roof) of 320mm x 200 mm x 12mm and as per approved pattern on frame work complete including extra lowering charge and scaffolding charges as directed by Engineer-in-Charge.(frame work to be paid separately).

SH: 8- FINISHING WORK

13.16.1 : 6 mm cement plaster of mix:1:3 ( 1 cement : 3 fine sand)

13.3.1 : 20 mm cement plaster of mix:1:4 (1 cement : 4 fine sand)

13.28.3 : 12 mm thick plain cement mortar bands in cement mortar 1:4 ( 1 cement : 4 fine sand) :Raised Band

13.52.1 : Finishing with Epoxy paint (two or more coats) at all locations prepared and applied as per manufacturer's specifications including appropriate priming coat, preparation of surface, etc. complete.On steel work

13.46.1 : Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

Applying sealer compound one or more coat ( MRF, sheenlac etc.) after filling cracks and undulations in wood work with suitable wooden fillets then cleaning and smoothing the surface with special chisel/tools then sandering with suitable sandering paper so as to get a uniform smooth surface for applying sealer compound in roof members like rafter,wallplates,reeper etc upto 10m height including cost of scaffolding etc complete job as per the direction of Engineer in charge.

Removing rust using Rustolin or Equivalent at all locations prepared and applied as per manufacturer's specifications including cleaning the surface, etc. complete.On steel work

SH:9.00- MISCELLANEOUS BUILDING WORK

Providing and applying Antitermite treatment by injecting. BiFlex TC chemical emulsion for pre-constructional treatment and creating a chemical barrier as per IS 6313 (Part II) 1981 for wall trenches, foundation, top surface of plinth filling, foundation of wall and floor, along the external perimeter of the building, etc. complete conforming to manufacturers specification and as directed by the Engineer-in-Charge. (Plinth area only to be measured for the payment)

Providing and fixing well seasoned second class teak wood roof members in places of damaged one and already removed from position such as rafters, ridge, wall plate,collar, collar pin, flooring joists etc including all labour for ornamental cutting, steps, moulding etc. wherever necessary as per the existing size and shape including all scaffolding charges.Wooden members has to undergo seasoning and season certificate may be produced.

4.17 : Making plinth protection 50 mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including finishing the top smooth.

ELECTRICAL WORKS

1.20.2 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.25 mm

1.20.3 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.32 mm

1.20.5 : Supplying and fixing of following sizes of steel conduit along with accessories in surface/recess including painting in case of surface conduit, or cutting the wall and making good the same in case of recessed conduit as required.50 mm

1.21.1 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm

1.21.2 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.25 mm

1.21.3 : Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.32 mm

1.22.4 : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.150 mm X 150 mm X 60 mm deep

1.22.13 : Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc as required.200 mm X 300 mm X 60 mm deep

JOSEPH ARACKAL ANTONY

Crescent Contractors Pvt. Ltd.

Bidder Name

Crescent Contractors Pvt. Ltd.

JOSEPH ARACKAL ANTONY

VINODKUMAR K C