GENERAL-CONSTRUCTION OF CHAIN LINKED COMPOUND WALL AT GOVT. ARTS AND SCIENCE COLLEGE CHOKLI, THALASSERY.-Work-General Civil work

Amount

COMPOUND WALL

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

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)

4.2.5:Providing and laying cement concrete in retaining walls, return walls, walls ( any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,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:1:3:6 ( 1 cement : 3 coarse sand :6 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

5.9.2:Centering and shuttering including strutting, etc. and removal of form for:Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.

2.25: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.

OD284342/2022-2023:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in CM 1:6 for foundation and basement including all cost of materials labour charges etc.complete.

od90597/2018_2019/BL:Laterite masonry with neatly dressed laterite stone of stone of size 35x20x20cm or nearest size in cement mortar 1:6 for super structure above plinth level up to floor two level including all cost of materials , labour charges etc.

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

16.18.1:Fencing with angle iron post placed at required distance embedded in cement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 metres (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for serarately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire

16.19:Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete.

OD136151/2023-2024:Providing and laying in position machine batched and machine mixed design mix M- 25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.Note: Contractor has to bring the design mix from any approved govt: institutions and there will not be any payment for excess cement. All work up to plinth level

OD136136/2023-2024:Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge. Note:- Cement content considered in this item is @ 330 kg/cum. Contractor has to bring the design mix from any govt approved institution and there will not be any payment for excess cement . All work above plinth level upto floor V level Note:- Contractor has to bring mix design from any approved govt.institution and there will not be any payment for excess cement.

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

5.9.3:Centering and shuttering including strutting, etc. and removal of form for:Suspended floors, roofs, landings, balconies and access platform

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

9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new 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)

OD141658/2023-2024:Providing weep holes using 75mm dia PVC pipes working presure 4kg/sq.cm including cost of materials, conveyance, labour charges etc complete

16.78.3:Construction of granular sub- base by Providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, Carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in- Charge.With material conforming to Grade - III ( size range 26.5 mm to 0.075 mm) having CBR Value - 20

16.68:Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M - 30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand, filling the joints with fine sand etc. all complete as per the direction of Engineer-in-charge.

50.10.2:Steel work for purlin/single section with G I pipes including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete

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)

12.49:Providing & laying on roof pressed clay tile ridge (Mangalore tile) of 20 mm thickness and of approved pattern on steel frame work complete (steel frame work to be paid separately ).

50.13.1:9 mm cement plastering of mix : 1:3 (1 cement : 3 fine sand ) including all cost of materials, labour charges etc complete

OD284351/2022-2023:Providing and laying Mat finish vitrified floor tiles in different sizes (thickness to be specified by the manufacturer) with water absorption less than 0.08% and conforming to IS : 15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4(1 cement : 4 coarse sand), including grouting the joints with white cement and matching pigments etc., complete.Size of Tile 600 x 600 mm.

OD286046/2022-2023:Stainless steel letter name board in english letter 30cm hight ,including all charges etc.

Open Well

2.6.1:Earth work in excavation by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth, lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil

OD284933/2022-2023:For first depth of 1.5m after initial depth of 1.5m ie between 1.50-3.00m

OD284965/2022-2023:For 2nd depth of 1.5m after initial depth of 1.5m ie between 3-4.5m

OD284967/2022-2023:For 3rd depth of 1.5m after initial depth of 1.5m ie between 4.5 to 6.0m

OD284970/2022-2023:For 4th depth of 1.5m after initial depth of 1.5m ie between 6-7.5m

OD284972/2022-2023:For5th depth of 1.5m after initial depth of 1.5m ie between 7.5-9m

OD284977/2022-2023:For 6th depth of 1.5m after initial depth of 1.5m ie between 9 to 10.5m

OD284979/2022-2023:For 7th depth of 1.5m after initial depth of 1.5m ie between 10.5-12m

OD285604/2022-2023:For 8th depth of 1.5m after initial depth of 1.5m ie between 12-13.5m

OD285611/2022-2023:For 9th depth of 1.5m after initial depth of 1.5m ie between 13.5 to 15.0m

OD285710/2022-2023:For 10th depth of 1.5m after initial depth of 1.5m ie between 15 to 16.5m

OD285727/2022-2023:For 11th depth of 1.5m after initial depth of 1.5m ie between 16.5-18m

OD285770/2022-2023:For 12th depth of 1.5m after initial depth of 1.5m ie between 18-19.50m

OD285791/2022-2023:For 13th depth of 1.5m after initial depth of 1.5m ie between 19.50- 21m

OD285799/2022-2023:For 14th depth of 1.5m after initial depth of 1.5m ie between 21- 22.50m

OD285800/2022-2023:For 15th depth of 1.5m after initial depth of 1.5m ie between 22.50- 24m

OD285801/2022-2023:For 16th depth of 1.5m after initial depth of 1.5m ie between 24- 25.50m

OD285805/2022-2023:Laterate masonry with neatly dressed laterate stone of size 35x20x20cm or nearest size for well stening including cost of materials labour charges etc.complete.

OD285816/2022-2023:Laterite masonry with neatly dressed laterite stone of size 35x20x20cm or nearest size in CM 1:6 for foundation and basement including all cost of materials labour charges etc.complete.

2.25: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.

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)

13.1.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 fine sand)

9.48.2:Providing and fixing M.S. Grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete.Fixed to openings/ wooden frames with rawl plugs screws etc

13.61.1:Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

K MAJEED (BID ID -2052563)

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY (BID ID -2051957)

Bidder Name

THE URALUNGAL LABOUR CONTRACT CO-OPERATIVE SOCIETY

K MAJEED

PURAYIL GROUP CONSTRUCTION