Construction of Steel Foot Bridge across Badagara- Mahe Canal at Kaunthan Nada

Amount

App. A - Construction of Foot bridge

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 etc complete as per direction of the Departmental Engineer -in-Charge.

15.19 : Dismantling steel work manually / by mechanical means in built up sections without dismembering and stacking within 50 metres lead etc complete as per direction of the Departmental Engineer -in-Charge.

od9448/2018_2019/IA : Forming island of 10 m x 5m size at an average height of 3.5 m etc. for fixing ,staging platform and other applainces necessary for pile driving using 150mm to 200 mm dia casuarina poles driven into the ground below bed level vertically at 1 m c/c with wailing pieces, struts and bamboo bracing at 60 cm c/c ,screening with cocunut cadjan madals and earthfilling inside etc. including all cost conveyance labour and all other incidental charges etc and dismantling the sameetc complete as per direction of the Departmental Engineer -in-Charge.

15.9.2 : Demolishing stone rubble masonry manually / by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead etc complete as per direction of the Departmental Engineer -in-Charge.

60.2.2 : Bailing out water Using 5HP Pump- Bailing out water with 5HP engine and pump set including conveyance to site and erection,cost of fuel, lubrication oil and other stores, pay of staff etc complete as per direction of the Departmental Engineer -in-Charge.

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 depositng the excavated earth at pointed out by the departmental officials lead up to 50 m and lift up to 1.5 m, disposed earth to be levelled and neatly dressed.All kinds of soil etc complete as per direction of the Departmental Engineer -in-Charge.

od18565/2018_2019/IA : Providing Steel Liner 10mm thick for Curbs and 6 mm thick for Steining of Wells including Fabricating and Setting out as per Detailed Drawing etc complete as per direction of the Departmental Engineer -in-Charge.

od18566/2018_2019/IA : Bored cast-in-situ M25 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-700 mm(Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) etc complete as per direction of the Departmental Engineer -in-Charge.

od18567/2018_2019/IA : Bored cast-in-situ M25 grade R.C.C. Pile Using Batching Plant, Transit Mixer and Concrete Pump excluding Reinforcement complete as per Drawing and Technical Specifications and removal of excavated earth with all lifts and lead upto 1000 m.Pile diameter-500 mm(Length of pile for payment shall be measured from top of shoe to the bottom of pile cap) etc complete as per direction of the Departmental Engineer -in-Charge.

20.6.3.2 : 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 direction of the Departmental Engineer -in-Charge.Group of two or more piles upto 50 tonne capacity Routine test

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 etc complete as per direction of the Departmental Engineer -in-Charge.

od7888/2019_2020/IA : Chipping and removing the extra projection of R.C.C Piles to lines and levels carefully without damaging the structure including labour charges and other incidental charges stacking the useful materials within 50 m lead etc complete as per direction of the Departmental Engineer -in-Charge.

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) etc complete as per direction of the Departmental Engineer -in-Charge.

4.3.1 : Centering and shuttering including strutting, propping etc. and removal of form work for:Foundations, footings, bases for columns etc complete as per direction of the Departmental Engineer -in-Charge.

4.3.3 : Centering and shuttering including strutting, propping etc. and removal of form work for:Columns, piers, abutments, pillars, posts and struts etc complete as per direction of the Departmental Engineer -in-Charge.

4.3.2 : Centering and shuttering including strutting, propping etc. and removal of form work for:Retaining walls, return walls, (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and stepsetc complete as per direction of the Departmental Engineer -in-Charge.

od9451/2018_2019/IA : 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 etc complete as per direction of the Departmental Engineer -in-Charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Less cement used as per design mix is recoverable separately.All work upto plinth level

od9452/2018_2019/IA : 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 etc complete as per direction of the Departmental Engineer -in-Charge.. Note:- Cement content considered in this item is @ 330 kg/ cum. Less cement used as per design mix is recoverable separately.All work above plinth level upto floor V level

5.3 : Reinforced cement concrete work in beams, suspended floors, roofs, having slope up to 15 degree 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). etc complete as per direction of the Departmental Engineer -in-Charge.

13.7.1 : 12 mm cement plaster finished with a floating coat of neat cement of mix:1:3 ( 1 cement : 3 fine sand) etc complete as per direction of the Departmental Engineer -in-Charge.

13.23.1 : Extra for plastering on circular work not exceeding 6 m in radius.In one coat etc complete as per direction of the Departmental Engineer -in-Charge.

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 etc complete as per direction of the Departmental Engineer -in-Charge.

13.43.1 : Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer etc complete as per direction of the Departmental Engineer -in-Charge.

13.51.2 : Painting with silicon & acrylic emulsion based water thinnable sealer of approved brand and manufacture on wet or patchy portion of plastered surfaces:Two coats etc complete as per direction of the Departmental Engineer -in-Charge.

od9453/2018_2019/IA : Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position etc complete as per direction of the Departmental Engineer -in-Charge.

10.22 : Welding by gas or electric plant including transportation of plant at siteetc complete as per direction of the Departmental Engineer -in-Charge.

10.20 : Providing and fixing bolts including nuts and washers etc complete as per direction of the Departmental Engineer -in-Charge..

od9454/2018_2019/IA : Erection of newly fabricated steel bridge by lifting and leading to the riverbank,leading the one end of the steel bridge through the river by using pontoon,lifting the steel bridge to the pier in proper alignment including cost of labours,hire charges of heavy duty mobile craneetc complete as per direction of the Departmental Engineer -in-Charge.

11.20.3 : 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).Dark shade pigment using ordinary cement etc complete as per direction of the Departmental Engineer -in-Charge.

85.115 : Cost of painting with 2 coats of enamel paint over 1 coat of zinchromate primer as per IS1477:1994 after hand and power tool cleaning including cost of all materials, labour charges, cost of testing all painting materials, all incidental charges, hire of T&P etc complete as per direction of the Departmental Engineer -in-Charge.

60.7.8 : DR with Departmental. Stone - DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course using departmental rubble including packing to compactness to lines and levels, labour charges etc complete as per direction of the Departmental Engineer -in-Charge.

60.7.4 : DR PACKING FOR APRONS - Rough stone dry packing for apron with good quality blasted rubble including packing to compactness to lines levels, cost and conveyance of all materials labour charges etc complete as per direction of the Departmental Engineer -in-Charge.

KERALA ELECTRICAL AND ALLIED ENGG CO LTD

SILK-Steel Fabrication Unit

Bidder Name

KERALA ELECTRICAL AND ALLIED ENGG CO LTD

SILK-Steel Fabrication Unit

ABDUL SHUKOOR.V