AMRUT- WSS to Guruvayur Municipality -Addiional works- Railway line crossing at Paluvai by Push through method

Amount

1.Laying of 350mm dia MS Pipe having 8mm thick using 500mm dia MS casing pipe of 10mm thick to a mininimum depth of 3m from GL by Horizontal Directional Drilling Method (Railway crossing)- Working Charges

Dismantling 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:Bituminous road

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

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 exceeding 1.50m but not exceeding 3.00m), disposed earth to be levelled and neatly dressed. All kinds of soil

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches of manholes or drains (exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottom,including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m for depth exceeding 3.00m but not exceeding 4.50m

Earth work in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches of manholes or drains (exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottom,including getting out the excavated soil and disposal of surplus excavated soil as directed, with in a lead of 50 m for depth exceeding 4.50m but not exceeding 6.00m<br>Click To Open/Hide Specification<br><br><br>

Laying 500 mm MS pipe with suitable thickness across the railway Track with clearance as specified by the Railway Authorities adopting Machinery Push through HDD method including all hire charges for machinery, labour and dismantling the after completion and laying of MS pipe by welding etc. complete as directed by dept. officers including Creation of 600 mm dia reamer hole and pulling 350mm dia MS pipe using HDD method<br>including all labour charges, hire charges. etc. excluding cost ofMS pipes.Bentonite arrangement for execution of HDD works at site. and disposal and removing of (spent) bentonite slurry out flowing through the drilled hole after piloting,reaming,pulling and punching out with 5KM by lorry

Mobilization charges, Breakdown charges & utility shifting

Fencing 1.50m high with two rows of casuarina poles (girth 15cm to 24cm) tied with coir yarn on vertical casuarina pole (girth 15cm to 24cm) fixed at 1.5m intervals. NEW DATA (Prepared based on PWD SDB - Item No.1009

Providing steel sheet shoring to the sides of the trenches to depths of above 4.00 m but not exceeding 6.00m using 6 mm M.S. sheet 0.50 M wide stiffen on edges with 50 mm x 50mm x 6 mm M.S. angles driving down vertically on either side one after another in lines and levels with suitable pile driving equipments and accessories to a maximum depth of 0.50 M below the bottom of the proposed excavation 0.5 M above ground level suitably braced by horizontal walling pieces at 75 x 150 mm x 8 mm angles on either side at intervals not exceeding 1.50M and horizontal screw jack type struts at 1.50M intervals and maintaining the shoring till the pipes are laid and works are completed, dismantling, cleaning and restacking for reuse including all labour, hire charges and conveyance for equipments, tools and plants and sundries etc. complete.

Bailing out water with 5 HP engine and pumpset including conveyance to the site, errection, dismantling and taking back of engine and pump, cost of fuel lubricating oil and other stores pay of staff etc. complete. NEW DATA (Prepared based on PHED SDB - Item No.1070

Engaging Coolie

Fabricating MS pipes of size 500mm (ID) using 10 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 10mm thick MS plates.

Cutting 500 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 10mm thick MS plates.

Welding 500 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 10mm thick MS plates.

Grinding cut and weld edges of 500 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 10mm thick MS plates.

Fabricating MS pipes of size 350mm (ID) using 8 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.

Fabricating MS flanges of diameter 350 mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete: For pipes fabricated with 8mm thick MS plates.

Cutting 350 mm (ID) MS pipes for making bends and other specials by gas cutting including cost of gas, all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.

Welding 350 mm (ID) MS pipes for making bends and other specials by gas/electric welding machine including cost of gas and welding rods ,all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.

Grinding cut and weld edges of 350 mm (ID) MS pipes during fabrication work including all labour and hire charges of tools etc. complete: For pipes fabricated with 8mm thick MS plates.

Fabricating and Supplying 350mm dia MS D/F Bend of suitable size with flange by cutting,chamfering and three runs welding using 8mm thick MS pipe to provide a smooth flow of water without resistance to the water flow including all cost of electrodes, hire charges of gas, cutting equipments, welding set, tools and labour charges etc. but excluding cost of pipe and fabricating MS flanges of dia 350mm using 12 mm thick MS plate including cost and conveyance charges of MS plate, all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. complete : For pipes fabricated with 8mm thick MS Plates: 350 x 45° Bend - 1.52m

Fabricating and supplying MS pipes tail piece with MS flange of size 350mm (ID) using 8mm thick MS plate including cost and Conveyance charges of MS plate,all fabrication charges, charges of painting the steel work with two or more coat deluxe multi surface paint to give an even shade over an under coat primer etc.complete.For pipes fabricated with 8mm thick MS plates and fabricating MS flanges of diametter 350mm using 12mm thick MS plate including cost and conveyance charges of MS plate,all fabrication charges,charges of painting the steel work with ttwo or more coat deluxe multi surface paint to give an even shade over an under coat of primer etc. Complete ,For pipes fabricated with 8mm thick MS paltes

Applying priming coat:With ready mixed red oxide zinc chromate primer of approved brand and manufacture on steel galvanised iron /steel works

Coal tarring two coats on new work using 0.16 litre and 0.12 litre coal tar per sqm in the first coat and second coat respectively.

Laying 350mm dia fabricated MS Pipes of Suitable thickness.

Supplying and fixing fabricated 350mm Mechanical joint suitable to site including cost of all materials and accessories like rubber gasket, bolts and nuts and conveyance charges and fabrication charges etc complete

"Conveying and fixing C.I. sluice valves (with cap) by providing complete with bolts, nuts, rubber insertions etc. excluding the cost of valve (the tail pieces if required will be paid separately) : 100 mm diameter. Class I" Data derived from item no.18.31.1.1of DAR

Supplying & fixing caution boards using 25x25mm steel tube frame, 3mm thick MS sheet for board ,25mm tor steel for post including painting on sheet with synthetic enamel paint of approved brand and manufacture of required colour to given an even shade including coat of approved steel primer, fixing the board etc. as per the direction from higher office.

Filling available excavated 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.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.

Filling available excavated 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 from 1.5 m.to 3.00m

Filling available excavated 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 from 3.00 m.to 4.50m

Filling available excavated 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 from 4.50 m.to 6.00m

Supply ,stacking,spreading and consolidating of Quarry Muck in the trench of pipe line, including carriage, loading ,unloading & stacking up to any lead.

Removal of excess earth by lorry for minimum mechanical conveyance and less cost of earth

Cathodic protection to the 500mm MS Casing pipe, design, material supply ,installation, testing and commissioning of Sacrificial Anode Cathode Protection(SCAP)for pipeline-Design of Sacrificial Anode Cathodic protection for 350mm carrier pipe and 500mm casing pipe for a chainage of 70 m considering design life - supply of pre packed magnesium anode for SACP using sacrificial anode(including cable)- installation of pre packed magnesium anode by auguring to a depth of at least 2 meters. Termination and conducting of the anode tail cable to the near by test lead post - supply and installation of test head C/W shunt and rheostat for monitoring and lockable- hinged doors suitable for using corrosive environment with xylem sheet, weather proof type and gasket will be provided in the door to maintain IP 55 rating-

Construction of Valve Chamber &amp; Anchor block

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.All kinds of soil

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 exceeding 1.50m but not exceeding 3.00m), disposed earth to be levelled and neatly dressed. All kinds of soil

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)

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

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)

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

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

Centering and shuttering including strutting, etc. and removal of form for:Small lintels not exceeding 1.5 m clear span, moulding as in cornices, window sills, string courses, bands, copings, bed plates, anchor blocks and the like

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

Cement plaster 1:3 ( 1 cement : 3 coarse sand) finished with a floating coat of neat cement.

12 mm cement plaster finished with a floating coat of neat cement of mix:

Cost of Materials

Supply of CI Double Flanged Sluice Valve Conforming to IS 14846 - 2000, Sluice Valve with Hand Wheel PN 1.6, Size 350mm.

L G Engineering and Projects

Vighneswar Airconditioning Pvt Ltd

Bidder Name

POLYVARGHESE

L G Engineering and Projects

Vighneswar Airconditioning Pvt Ltd