Construction of Cochin Cancer Research Centre, Ernakulam (SH Arrangement of Water Supply from KINFRA Hi Tech Park, Kalamassery)

Amount

Subhead : PUMPING LINE FROM KINFRA TO CCRC & GMC

2.10.1.2 : Excavating trenches of required width for pipes, cables, etc including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 m, including getting out the excavated soil. and then returning the soil as required, in layers not exceeding 20 cm in depth, including consolidating each deposited layer by ramming, watering, etc. and disposing of surplus excavated soil as directed, within a lead of 50 m:Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Extra for excavating trenches for pipes above 80mm. But not exceeding 300mm.. in all kinds of soil for depth exceeding 1.5 m, but not exceeding 3 m. (Rate is over corresponding basic item for depth up to 1.5 metre).Pipes, cables etc. exceeding 80 mm dia but not exceeding 300 mm dia

Fabricating & Laying 500 mm dia M.S.Pipes 12 mm thick , across the bitiminous road with clearance as specified by the Engineer in charge by Trenchless Technology (Horizontal Directional Drilling - HDD) including all hire charges of machinery, labour, fuel, transportation and erection of machinery, dismantling and taking back after completion of the work, erecting well point dewatering system, necessary earth work excavation as required for carrying out the operation, removal of bored earth by suitable means,includingn providing shoring, welding and jointing the pipes as per standard specification, painting the steel work with two or more coats of Deluxe multi surface paint system over an under coat of primer etc.complete.

100.8.1 : Fencing one side of trenches, 1.50 m height with two rows of 10 cm plastic caution tape in vertical casuarina pole (girth 15cm to 24cm) fixed at 2 m intervals. (Data Prepared based on PWD SDB - Item No.1009)

18.73.1 : Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :100 mm dia Ductile Iron Double Flanged

18.73.2 : Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :150 mm dia Ductile Iron Double Flanged

18.73.3 : Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :200 mm dia Ductile Iron Double Flanged

18.73.4 : Providing and laying Double Flanged ( Screwed / Welded ) Centrifugally (Spun) Ductile Iron Pipes of Class K - 9 conforming to IS: 8329 :250 mm dia Ductile Iron Double Flanged

18.72.15 : Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:100 mm dia Ductile Iron Class K - 9 pipes

18.72.18 : Providing and laying S & S Centrifugally Cast (Spun) / Ductile Iron Pipes conforming to IS : 8329:250 mm dia Ductile Iron Class K - 9 pipes

18.68.1 : Providing and laying D.I specials of class K - 12 suitable for push - on jointing as per IS : 9523 :Upt 600 mm dia

Providing and filling sand of grading zone V or coarser grade, all - round the G.I. pipes in external work 250 mm diameter pipe

18.70.4 : Providing push - on-joints to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes including testing of joints and including the cost of rubber gasket:250 mm dia pipes

18.31.1.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):100 mm diameter Class II

18.31.3.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):150 mm diameter Class II

18.31.5.2 : Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertion etc. (the tail pieces if required will be paid separately):250 mm diameter Class II

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)

Supply C I Single acting Air Valve of approved quality with bolts,nuts,rubber in sertions etc.50 mm Single acting Air Valve

100.32.3 : Conveying and fixing C I Single acting Air Valve of approved quality with bolts,nuts,rubber insertions etc . excluding the cost of air valve(the tail pieces if required will be paid seperately): 50 mm Double acting Air Valve Data derived from item no.18.59.1 of DAR

150MM (6")-ELECTROMAGNETIC FLOWMETER-REMOTE Supplying, fixing, testing and commissioning of Electro magnetic flow meter Flow Rate: 0-220 m3/hr; Process Connection: Flange End,Pressure: Up To 10 Kg/Cm2, Temperature: up to 120c, Electrode Material: SS316, Coil Housing Material: CS, Flow Tube Material: SS304, Flange Material: CS, Flow Transmitter Remote - Cable 10mt, Display:Lcd Display, Power Supply:230vac, Output:4-20ma, Enclosure Material: Die Cast Aluminium, Com.Protocol: RS 485 Modbus, BMS, LORA, Electronic Enclosure: IP65, Sensor Protection: IP68

Supply, Installation, Testing and Commissioning of Expansion Joint, For Hydraulic Pipe (PN-10) - 100mm Dia.

Supply, Installation, Testing and Commissioning of Expansion Joint, For Hydraulic Pipe (PN-10) - 150mm Dia.

Supply, Installation, Testing and Commissioning of Expansion Joint, For Hydraulic Pipe (PN-10) - 250mm Dia.

Supplying, Installing & Testing at site in position Cast Iron Float valve (Pressure rating CL-125) of approved make with flanged end complete in all respect to the satisfaction of Project Manager. 150mm dia (6”)

Providing and laying D.I Puddle flange of class K - 12 suitable for Flanged joint.Upto 600 mm dia

Subhead : CIVIL WORK FOR RCC MANHOLE

2.8.1 : 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

2.25 : 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.

2.26.1 : Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.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)

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

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.

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

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

5.12 : Providing, hoisting and fixing up to floor level precast reinforced cement concrete work in string courses, bands, copings, bed plates, anchor blocks, plain window sills and the like, including the cost of required centering, shuttering but excluding cost of 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

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

Supplying, Installation, Testing and Commissioning of the Ductile Iron Rectangular Manhole cover with Frame (Double seal with EPDM Gasket and SS Bolting arrangement lifting key holes & load tested as per IS:1726 & BS EN:124. 600x 900. (Heavy duty) (Minimum weight 135Kg).

Subhead : VALVES AND STRAINER (E&M)

16.11.1.7 : Supplying, fixing testing and commissioning of following valves, gauges and strainers for condenser water circulation as per specifications.Butterfly Valve ( Manual) with C I body SS disc nitrile sheet & O ring & PN 16 pressure rating as specifiedButterfly Valve ( Manual) 50 mm dia

16.11.2.1 : Supplying, fixing testing and commissioning of following valves, gauges and strainers for condenser water circulation as per specifications.Non- Return Valve with dual plate of C I body S S plates vulcanized NBR seal flanged end & PN 16 pressure rating as specified.Non- Return Valve of 200 mm dia

16.7.4.2 : Supplying, fixing, testing and commissioning of following valves, strainers, gauges in the chilled water plumbing duly insulated to the same specifications as the connected piping and adequately supported as per specifications.Y- Strainer of Ductile CI Body flanged ends with stainless steel strainer for chilled/hot water circulation including insulation as specifiedY- Strainer of 150 mm dia

Subhead : ELECTRICAL WORKS

90.14.10.5 : Supply, conveyance and fixing the following types & current rated control gears & switchgears conforming to IS 13947 suitable for 440 V, 50 Hz, AC supply in the existing panel assembly as required.16A -100A, 35/36 kA (Ics=100%Icu), 3 pole, current limiting type MCCB with microprocessor based release with overload setting of 50 - 100% having adjustable OL & SC

90.14.11.13 : MCCB Accessories Supply and fixing rotary handle, External type (including BUC handle with door interlock ) in the existing MCCB of rating up to 250 A

90.14.11.17 :MCCB Accessories Supply and fixing kastel interlock kit up to 250A.

90.12.7.30 : Supply, laying and clamping of 1 no. PVC insulated and PVC sheathed armoured aluminium power cable, 1.1 KV grade of the following sizes using clamps noted along with the cables, spacing of clamps not exceeding 60cms, making good the damages , colour washing etc. as required.3.5 core 70 sq mm

9.1.23 : Supplying and making end termination with brass compression gland and aluminium lugs for following size of PVC insulated and PVC sheathed / XLPE aluminium conductor cable of 1.1 KV grade as required.3 1/2X 70 sq. mm (38mm)

4.6.1 : Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray (Galvanisation thickness not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc. as required.100 mm width X 50 mm depth X 1.6 mm thickness Details of cost for 30 metres

4.7.1 : Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "bends " ( galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.100 mm width X 50 mm depth X 1.6 mm thickness

4.8.1 : Supplying and installing following size of perforated Hot Dipped Galvanised Iron cable tray "Tee" ( galvanisation not less than 50 microns) with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with G.I. suspenders including G.I. bolts & nuts, etc as required.100 mm width X 50 mm depth X 1.6 mm thickness

5.19 : Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing along with existing surface/ recessed conduit/ submain wiring/ cable as required.

90.16.3.9 : Supply and clamping the following size of strips on surface of wall/ parapet/ existing cable tray using clamps fabricated from 20 X 3 mm GI flat duly painted or heavy duty GI spacer saddles spacing of clamps not exceeding 1 m, making good the damages, colour washing etc. as required ( for horizontal run)25 x 3 mm copper strip

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Bidder Name

NAVAS K.V

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