Construction of floating boat jetty for Kodungalloor

Amount

PART A : CIVIL WORKS

15.2.2 : Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:4:8 leaner mix ( including equivalent design mix)

15.7.4 : Demolishing brick work manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-Charge.In cement mortar

65.82 : Deepening the harbour basin and mouth by using dredger having a flow rate of 700 to 1000m3 slurry per hour with a solid output of not less than 127.5 m3/hour and dumping the spoil at location already pointed out by the departmental officers with a lead up to a radial distance of 500m, including hire charges of dredger, all tools and plants and accesories , fuel charges, idling and mobilisation charges, providing and shifting the pipe lines including all labour charges, incidental charges etc. and drtvice taxes complete for a depth upto (-) 4.50m bedlevel with a tolerance of +/- 20cm. Unexpected Error occured Please Login again!! Click here to Login

4.1.3 : Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:2:4 (cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

11.20.1 : Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard, jointed with neat cement slurry mixed with pigment to match the shade of tiles, including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 ( 1 cement : 4 coarse sand).Light shade pigment using white cement

10.28 : Providing and fixing stainless steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, buffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts complete, i/c fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of required size on the top of the floor or the side of waist slab with suitable arrangement as per approval of Engineer-in-charge, (for payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, fasteners etc.)

13.88 : Removing white or colour wash by scrapping and sand papering and preparing the surface smooth including necessary repairs to scratches etc. complete

13.48A.1 : Finishing walls with 100% Premium acrylic emulsion paint having VOC less than 50 gm/litre and UV resistance as per IS 15489:2004, Alkali & fungal resistance, dirt resistance exterior paint of required shade (Company Depot Tinted) with silicon additives.New work (Two or more coats applied @ 1.43 litre/ 10 sqm. Over and including priming coat of exterior primer applied @ 0.90 litre/10 sqm.

PART B : FLOATING JETTY& ACCESSORIES

od297735/2021_2022 : Supply of parts for Gangway<br>Supply of Metal Part Includes:<br>1. One 2Mtr long Aluminum gangway with Hand rail and Carpet<br>2. 2Mtr long 2nos. Galvanised strut and Hingis<br>3. And Other small accessories for gangway<br>

od297736/2021_2022 : Supply of accessories for ultimate modular dock<br>1. High Density Rubber Dog bone<br>2. Plastic Fender<br>3. Aluminum Cleat<br>4. Stanchion with End cap and Aluminum Pipes<br>5. And other small accessories<br>

od297737/2021_2022 : "Supply of Ultimate Modular Dock (UMD) Size = 3M Long x 2M Wide x 400MM Height<br>2. Color = Grey Color<br>3. MOC = C6 PE with 11 UV stabilized as per marine grade<br>4. Deck = CSIRO slip resistant certified, raised tile pattern, self-draining.<br>5. Resistance to Degradation = Extremely High<br>6. Resistance to Impact = Extremely High<br>7. Load : Each UMD 1200kg Uniformly distributed load (+-15% over load capacity)

od297748/2021_2022 : Installation of Ultimate modular Dock , Accessories & Metal parts<br><br>UMD -Size = 3M Long x 2M Wide x 400MM Height<br>2. Color = Grey Color<br>3. MOC = C6 PE with 11 UV stabilized as per marine grade<br>4. Deck = CSIRO slip resistant certified, raised tile pattern, self-draining.<br>5. Resistance to Degradation = Extremely High<br>6. Resistance to Impact = Extremely High<br>7. Load : Each UMD 1200kg Uniformly distributed load (+-15% over load capacity)<br><br>Installation of accessories, (High Density Rubber Dog bone, Plastic Fender, Aluminum Cleat,Stanchion with End cap and Aluminum Pipes,And other small accessories)<br>Installation of metal parts (One 2Mtr long Aluminum gangway with Hand rail and Carpet, 2Mtr long 2nos. Galvanised strut and Hingis,And Other small accessories for gangway)<br>

PART C: ANCHOR BLOCK

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)

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

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

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

PART D: ANCHOR POST

od297926/2021_2022 : Providing, driving and installing driven Pre-cast reinforced cement concrete piles of specified diameter and length below the pile cap in M-25 cement concrete to carry safe working load not less than specified. With a central through preformed hole with M.S. black pipe of dia, 40 mm for grouting with cement sand grouting of mix 1:2 ( 1 cement : 2 coarse sand) under sufficient positive pressure to ensure complete filling including centering, shuttering, driving etc. complete but excluding the cost of steel reinforcement. (Length of pile for payment shall be measured from top of the shoe to the bottom of pile cap).<br>300mm dia piles

PART E: LIFE BUOYS

od297949/2021_2022 : LIFE BUOY with SI lights (MMD or IRS ) approved with T.C

T K UBAIDULLA, UBAID ASSOCIATES

Bidder Name

T K UBAIDULLA, UBAID ASSOCIATES

EASY INFRA INC