GENERAL-Government College of Teachers Educat io n, Kozhikode - 2021 - 2022 - Construction of new class room building for Government College of Teachers Education, Kozhikode-Balance work-General Civil Work

Amount

civil

OD51029/2021-2022:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap). 800 mm dia piles

OD51030/2021-2022:Boring, providing and installing bored cast-in-situ reinforced cement concrete piles of grade M-30 of specified diameter and length below the pile cap to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring, with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. all complete, including removal of excavated earth with all lifts and leads (Length of pile for payment shall be measured upto bottom of pile cap).600 mm dia piles

20.6.2.1 Initial test Vertical load testing of piles in accordance with IS 2911( Part IV) including installation of loading platform and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of engineer -in-Charge. Single pile above 50 tonne and upto 100 tonne capacity

2.8.1 All kinds of soil 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.

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.

50.2.25.1 Filling with contractor's own 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 as per direction of site Engineer-in-charge

15.3 Demolishing R.C.C. work manually / by mechanical means including stacking of steel bars and disposal of unserviceable material with in 50 metres lead as per direction of Engineer -in-Charge

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

4.1.4 1:2:4 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:

OD50953/2021-2022 Providing and laying in position machine batched and machine mixed design mix M- 30 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. All work upto plinth level

OD51037/2021-2022 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. All work above plinth level upto floor V level

4.11 Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4(1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size).

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

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

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

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

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

5.9.7 Stairs, (excluding landings ) except spiral - staircases) Centering and shuttering including strutting, etc. and removal of form for:

5.9.16.1 Under 20 cm wide Centering and shuttering including strutting, etc. and removal of form for: Edges of slabs and breaks in floors and walls

5.9.19 Weather shade, Chajjas, corbels etc., including edges Centering and shuttering including strutting, etc. and removal of form for:

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

50.6.1.4 Solid block masonry using pre cast solid blocks (Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for foundation and plinth with thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand ) etc complete

50.6.1.5 Solid block masonry using pre cast solid blocks ( Factory made) of size 30x20x20cm or nearest available size confirming to IS 2185 Part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete Net

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

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

PK UNNENKUTTY (BID ID -2054313)

AK.DINESHAN (BID ID -2055403)

JASEEL K (BID ID -2055504)

RAJESH K (BID ID -2055361)

PADMAKSHAN THATTARAKKAL (BID ID -2056083)

Bidder Name

PADMAKSHAN THATTARAKKAL

AK.DINESHAN

PK UNNENKUTTY

ADHARV CONSTRUCTIONS

RAJESH K

JASEEL K