GENERAL-PMMSY-Modernisation of Ponnani FH-Construction of New Wharf Auction hall and Parking Area Construction of Low level jetty -General Civil Work-2022-23

Amount

Ring Bund Formation and Dredging

OD1642/2023-2024:60.1.1 RING BUND Type-I-Putting up ring bund as per approved shape 2.5m bottom width, 1m top width using empty gunny/polythene bags filled with earth placed in 2 rows at 0.6m apart and filled in between with puddle clay to form bund for an average height 2.00m including labour dismantling the bund after completion of the work etc. complete.

OD5558/2023-2024:Filling the area enclosed by already constructed ring bund from the harbour basin by using 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

Construction of Wharf

12.22:Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing.

OD5677/2023-2024:Bored cast situ M40 grade RCC pile of 750mm dia in basin using batching plant,transit mixer and concrete pump through various strata except hard rock excluding reinforcement complete as per drawing and Technical Specification and removal of excavated earth with all lifts and lead up to 1000m including retaining of sides and cleaning the holes, labour charges including shifting plants equipment etc.complete as per drawing, detailed Specification and directions of Engineer-in-charge.(TS no.39/18-19)

OD5771/2023-2024:Furnishing and Placing Cast in situ Grade M40 using 20 mm broken stones for beams, facia beams and slab panels using Batching Plant, Transit Mixer and Concrete Pump in sub-structure as per drawing and Technical Specification including cost of all materials , conveyance, labour charges, formwork, watering, curing, launching of beams and slab panels in positions as per the direction of engineer in charge etc complete but excluding cost of reinforcement. Unit = cum , Taking Output = 1 cum

OD951/2023-2024:Supply, Fitting and Placing in position reinforcement in cages using HCR bar Reinforcement including cost of materials, labour charges, conveyance and placing the cages in bore holes providing precast cover blocks etc, complete as per Drawing and Technical Specifications and as directed by Engineer in charge excluding cost of welding charges. Unit = 1 MT Taking output = 1 MT) TS no.39/18-19

OD960/2023-2024:Supplying, fitting and placing reinforcement using HCR for the RCC works for super structure including conveying, straightening ,cutting,bending and tying in position etc.complete as per&drawing and technical specifications and the direction of engineer in charge Based on 14.2 Taking output = 1 MT (TS no.39/18-19)

14.9:Drainage Spouts complete as per drawing and Technical specification

OD4169/2023-2024:Providing Wearing coat on deck slab by adding extra materials of light quantity of abrasion resistant to confirm IS-1237(like Nito floor hard top) at 3 kg/m2 sprinkled in uniform over the concrete including floating hard and trowelled smooth to get a uniform hard surface and providing wire mesh impression and making necessary grooves for various joints including all cost of material, labour, hire charges etc. complete.(based on Approved data for 150m cargo berth at Beypore) mason for trowelling and man for sprinkling and man for providing wire mesh

14.24:Providing and laying of a modular strip box seal expansion joint catering to a horizontal movement beyond 140 mm and upto 210 mm, complete as per approved drawings and standard specifications to be installed by the manufacturer /supplier or their authorised representative ensuring compliance to the manufacturer's instructions for installation.

OD963/2023-2024:Supplying and fixing cast iron bollards as per drawing including all cost of materials, labour charges, conveyance etc complete.(TS no.39/18-19)

OD965/2023-2024:Drilling holes of concrete without disturbing the remaining portion for fixing GI bolts to<br>the solid concrete of the quay to the required depth as per instructions of departmental officers at site<br>including hire charges of machinery cost of labour charges etc.compt

OD966/2023-2024:Supplying and fixing 600mm long 20mm dia foundation bolt with each nuts and washers fixing bollards including all cost, fixing charges etc. complete.(Sanctioned data of FHP Ponnani - Construction of Quay, Auction hall, and reclamation work)

OD1093/2023-2024:Supplying and fixing 8mm dia steel chain with GI coating and two coats of anticorrosive bituminous paint, to connect tyre fenders on wharf as per direction of departmental officers at site.

OD1092/2023-2024:Supplying and fixing used lorry tyre as fender at specified locations, excluding the cost of Chain for tying the tyre and including conveyance and labour charges etc. complete.

OD2486/2023-2024:Providing and fixing 16 mm dia Stainless steel bar, bent to shape with hooked ends in R.C.C. slabs including painting the exposed portion of loop, all as per standard design complete. (As per TS No. 123/2022-2023)

OD2491/2023-2024:Supplyig and fixing 12mm dia mild steel D Shackle (MR)

Side Protection Works

OD3685/2023-2024:60.34.6 A.S.E Reformation work- Malappuram -Supplying at site of work,granite stones20 to40 dm3 in size , including stacking for measurement.

60.45:Unified Data for A.S.E works - Conveyance of departmental granite stones 20 to 40 dm3 in size from stack at site and dumping in position to lines and levels to from the core of the sea wall as per approved design including all leads and lifts, etc. complete as per the directions of the departmental Officers at site.

16.3.3:Supplying and stacking at site.53 mm to 22.4 mm size stone aggregate

16.74.3:75 mm thick back filling for pitching including supplying of required materials and consolidation etc. complete with:Stone aggregate 40 mm nominal size

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size)

4.3.1:Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns

OD3694/2023-2024:Lifting , conveying the cement concrete blocks 1.8 m3 from stacking yard and placing in<br>position in<br>layers in lines and levels as per the direction of departmental officers at site(Based on observed data of<br>TS 2/2018-19 for the work Valiyathura Port - Protection woks to port compound at Valiyathura in<br>Thiruvananthapuram District Dated:03-04-2018)

22.21:Extra for covering top of membrane with Geotextile, 120 gsm non woven, 100% polyester of thickness 1 to 1.25 mm bonded to the membrane with intermittent touch by heating the membrane by Butane Torch as per manufactures recommendation.

Construction of Low Level Jetty

60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

4.1.5:Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level:1:3:6 (1 cement : 3 coarse sand : 6 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)

5.22A.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

OD4173/2023-2024:Providing anti corrossive treatment to HYSD reinforcement with fussion bonded epoxy coating (FBEC) including cost of materials labour charges coneyance to plant and etc complete. (Based on construction of fishing Harbour Vellayil)

OD4170/2023-2024:Providing Wearing coat on deck slab by adding extra materials of light quantity of abrasion resistant to confirm IS-1237(like Nito floor hard top) at 3 kg/m2 sprinkled in uniform over the concrete including floating hard and trowelled smooth to get a uniform hard surface and providing wiremesh impression and making necessary grooves for various joints including all cost of material, labour, hire charges etc. complete. (Based on item No.18 in Appendix A of VELLAYIL FHP in Kozhikkode District- Construction of Breakwaters, Quay Wall, Auction Hall and Providing Hygenic Arrangements, Covered Fish Loading Area Dredging and Reclamation - Phase1)

5.26:Providing and filling in position, blow bitumen in expansion joints.

OD1877/2023-2024:Filling with Quarry Muck <br> Filling up low lying and water logged areas with local material/ quarry muck, spreading in layers, leveling the top at site and consolidation by smooth wheeled roller , etc complete for improving the CBR value of subgrade

OD1878/2023-2024:Providing and fixing PVC pipes, as per direction of Engineer-in-Charge 200 mm dia 10Kgf/cm2 - External work (Based on 50.18.9.16.1)

50.18.9.4.1:Providing and fixing PVC pipes includings jointing of pipes with one step PVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge.32 mm dia 10.Kgf/cm2

13.52.2: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 concrete work

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.

Construction of Auction Hall

15.2.1:Demolishing cement concrete manually / by mechanical means including disposal of material within 50 metres lead as per direction of Engineer - in-Charge.Nominal concrete 1:3:6 or richer mix (i/c equivalent design mix)

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)

4.1.4: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 )1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size)

OD3987/2023-2024: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. Note:- Cement content considered in this item is @ 340 kg/ cum. <br>All work upto plinth level

OD3988/2023-2024:Sinking of well up to initial depth of 3.00 m in all soils other than rocks to lines and levels and plumb by scooping out from inside and below the steining including use of dredgers or any other appliance, hire and labour for kentledge, jetting, dewatering, blasting, vibrating or any other method including removal of obstacles and dumping the soil to a distance of 150m including cost, conveyance, lead, lift of all materials, labour etc. complete as directed by Engineer in charge.

OD3990/2023-2024:60.2.3 Bailing out water using pump above 5 HP and Up to 10 HP-Bailing out water with engine and pump set above 5HP and up to 10HP, including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete

OD3989/2023-2024:Supplying and filling 6 mm broken stone and sand in ratio 7:3 in well foundation including watering, ramming consolidating etc complete.

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).

5.22.6: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

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.

50.6.1.4: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

5.9.12:Centering and shuttering including strutting, etc. and removal of form for:Well steining

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

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

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

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

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

13.7.1:12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand)

13.4.1:12 mm cement plaster of mix:1:4 ( 1 cement : 4 coarse sand)

13.47.1:Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade:New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm)

11.41.3:Providing and laying 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 800x 800 mm

11.4:52 mm thick cement concrete flooring with concrete hardener topping, under layer 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand: 4 graded stone aggregate 20 mm nominal size) and top layer 12 mm thick cement hardener consisting of mix 1:2 (1 cement hardener mix : 2 graded stone aggregate 6mm nominal size) by volume, hardening compound mixed @ 2 litre per 50 kg of cement or as per manufacturer's specifications. This includes cost of cement slurry, but excluding the cost of nosing of steps etc. complete

12.41.2:Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS : 13592 Type A, including jointing with seal ring conforming to IS : 5382, leaving 10 mm gap for thermal expansion, (i) Single socketed pipes.110 mm diameter

Construction of Drainage System

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

60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

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

5.1.3: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:1:2:4 ( 1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size)

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.

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

10.1:Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

Contingencies - Construction of Parking area

60.7.2:DR PACKING Under foundation - Dry stone packing under foundation with good quality blasted rubble including conveyance of material and labour charges etc. complete as per direction of departmental officers at site.

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

5.22.6: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

5.28:Providing and fixing in position 12 mm thick bitumen impregnated fibre board conforming to IS: 1838, including cost of primer, sealing compound in expansion joints.

pkmco constructions pvt ltd

Bidder Name

V MUHAMMED BASHEER

pkmco constructions pvt ltd