Kerala State Industrial Development Corporation Tender

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Kerala State Industrial Development Corporation - KSIDC Tender

Works
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date4 Jan 2024
Closing Date27 Jan 2024
Tender Amount₹ 50,74,639 
Notes
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Costs

Description

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BOQ Items

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Close timbering in trenches including strutting, shoring and packing cavities (wherever required) complete (Measurements to be taken of the face area timbered).Depth not exceeding 1.5m

36

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DRY RUBBLE MASONRY _ Dry rubble without concrete levelling course masonry with good quality blasted rubble including packing to compactness to lines and levels cost and conveyance of all materials labour charges etc. complete as per direction of Departmental officers at site

6.45

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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)

3.39

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Supply and spreading of contractor's own red earth for back filling including leveling and neatly dressedbrand all cost of conveyance and royalty as per the directions of the engineer-in-charge

13.5

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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 40 mm nominal size)

3

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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 as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work upto plinth level

10.21

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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 as per direction of Engineer - in-charge. Note:- Cement content considered in this item is @ 330 kg/ cum. Excess or less cement used as per design mix is payable or recoverable separately.All work above plinth level upto floor V level

4.28

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Extra for providing richer mixes at all floor levels. Note:- Excess/less cement over the specified cement content used is payable/ recoverable separately.Providing M-30 grade concrete instead of M-25 grade BMC/RMC. (Note:- Cement content considered in M-30 is @ 340 kg/cum).

14.49

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

18.36

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

8.4

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

24.98

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

34.35

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Steel reinforcement for R.C.C work including straightening, cutting, bending, placing in position and binding all complete upto plinth level Thermo - Mechanically Treated bars of grade Fe-500D or more

1531.35

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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

641.4

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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

2140.55

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Providing and fixing precoated galvanised iron profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) 0.50 mm (+0.05%), total coated thickness with zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns. Sheet should have protective guard film of 25 microns minimum to avoid scratches during transportation and should be supplied in single length upto 12 metre or as desired by Engineer-in-charge. The sheet shall be fixed using self drilling/self tapping screws of size (5.5x55mm) with EPDM seal, complete upto any pitch in horizontal/ vertical or curved surfaces, excluding the cost of purlins, rafters and trusses and including cutting to size and shape wherever required.

83.37

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Providing and fixing precoated galvanised steel sheet roofing accessories 0.50 mm (+ 0.05%) total coated thickness, zinc coating 120 grams per sqm as per IS:mm(+0.05%) total coated thickness, Zinc coating 120 grams per sqm as per IS: 277, in 240 mpa steel grade, 5-7 microns epoxy primer on both side of the sheet and polyester top coat 15-18 microns using self drilling/self tapping screws complete:Ridges plain (500-600 mm)

25

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Solid block masonry using pre cast solid blocks (Factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level thickness 20cm and above in: CM 1:6 ( 1 cement: 6 coarse sand) etc complete.

9.56

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12 mm cement plaster finished with a floating coat of neat cement of mix:1:4 ( 1 cement : 4 fine sand)

126.04

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Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers.

10.89

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Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover

12.5

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Providing and fixing ball bearing for rolling shutters

6

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Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer -in -Charge. ( Cost of aluminium snap beading shall be paid in basic item):With float glass panes of 4.0 mm thickness

4.32

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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

126.04

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Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

126.04

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

80.04

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Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work

80.04

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate)finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete.40 mm thick with 20 mm nominal size stone aggregate

30

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Design ,Supply, Installation, Testing and Commissioning Pumps, Headers, Pipeline and Fittings (Mechanical works)

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Supply, Erection, Testing and Commissioning of Horizontal Centrifugal Pump set 1 no (Etanorm G 65- 40- 200) Motor Rating 9.3 KW (12.5 HP), Speed 2 Pole capable of lifting 38 m3 per hour against a total head of 49m with all accessories supplied at site, fitted on common base plate in correct alignment.(Make: KSB or Equivalent) The surge protection system is to be included in This Item , which covered the design, delivery, installation, testing, and commissioning of pumps as well as associated accessories,

4

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Industrial type electronic liquid level controllers with stainless steel probes / sensors or float switch for automatic operation.

4

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1 no. pressure gauge 4" dial with valve tee and fittings.

4

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Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to Seamless Pipes As per ASTM A 106 Gr B /API 5L / ASTM A 53br including Welding ,Testing, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the Floor/wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :br73 mm OD Sch 40 Seamless pipe (5 mm Thick & 8.63Kg /Mtr Wt)

15

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Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to Seamless Pipes As per ASTM A 106 Gr B /API 5L / ASTM A 53br including Welding ,Testing, fittings like elbows, tees,flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the Floor/wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :br114 mm OD Sch 40 Seamless pipe (6 mm Thick & 16.07Kg /Mtr Wt)

15

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Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to Seamless Pipes As per ASTM A 106 Gr B /API 5L / ASTM A 53br including Welding ,Testing, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the Floor/wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :br273 mm OD Sch 40 Seamless pipe (9.27 mm Thick & 60.29Kg /Mtr Wt)

3

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Providing, laying, testing & commissioning of 'C' class heavy duty MS pipe conforming to Seamless Pipes As per ASTM A 106 Gr B /API 5L / ASTM A 53br including Welding ,Testing, fittings like elbows, tees, flanges, tapers, nuts bolts, gaskets etc. and fixing the pipe on the Floor/wall/ceiling with suitable clamp/support frame and painting with two or more coats of synthetic enamel paint of required shade complete as required :br355 mm OD Sch 40 Seamless pipe (11.13 mm Thick & 94.55Kg /Mtr Wt)

3

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Providing and fixing Cast Steel Gate valve of approved quality:100 mm nominal bore, Class 150 Material A 216 Gr.WCB, API 600, End- ASME B16.34, Connection- ASME B16.5,

4

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Providing and fixing Cast Steel Non Return Valve of approved quality:100 mm nominal bore, Class 150,brMaterial- A 216 Gr.WCB, , End- Flanged,

4

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Providing and fixing Cast Steel Gate valve of approved quality:200 mm nominal bore, Class 150,brMaterial- A 216 Gr.WCB, API 600, End- ASME B16.34, Connection- ASME B16.5

1

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Providing and fixing Cast Steel Strainer Y Type of approved quality:100 mm nominal bore, Class 150, Material- A 216 Gr.WCB, End, Connection- ASME B16.5, Test Pressure :30 Kg/cm2

4

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Modification of existing DI Pipe assembly at Pump House area (Dismatalling & Conncting to our New Pipe Headers

15

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Control Panels, Cables and Electrical works

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Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVCinsulated copper conductor single core cable in surface / recessed medium class PVC conduit,with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FRLSPVC insulated copper conductor single core cable etc as required.Group C

7

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Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2X 2.5 sq. mm + 1 X 2.5 sq. mm earth wire

25

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Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface / recessed medium class PVC conduit as required2 X 4 sq. mm + 1 X 4 sq. mm earth wire

20

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Supplying and fixing suitable size GI box with modular plate and cover in FRLSont on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 amps modular socket outlet and 15/16 amps modular switch, connection etc. as required.brCOST FOR EACH

2

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Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCBIRCCB/Isolator8 way, Double door

1

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Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole

6

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Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps

1

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Supplying and fixing 20 amps, 240 volts, SPN industrial type, socket outlet, with 2 pole and earth,metal enclosed plug top along with 20 amps "C" curve, SP, MCB, in sheet steel enclosure, onsurface or in recess, with chained metal cover for the socket out let and complete with connections, testing and commissioning etc. as required.

2

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Main Boards: Supply, erection, testing and commissioning of floor /wall mounting type distribution board. The DB shall comprise of Al bars as applicable, bus bars of adequate size, brass neutral link, earthing with suitable number of taps. The incoming/outgoing cable entry shall be designed according to ACB/MCCB/MCB/SFU's rating. The cable entry/gland plate shall be at bottom/top. The gland plate shall be removable and 3mm thick. The enclosure shall be of 2mm thick CRCA sheet steel. The colour shade shall be RAL7032. The lighting distribution boards shall have two door type. The mounting channels of adequate size to be provided. The complete board shall be manufactured as per the standard practice and shall meet the requirements of other relevant authorities. This including all components, hardware's, all connected civil works etc.The contractor to submit vendor's general arrangement & scheme drawings along with CPRI certificate and approval & manufacturing clearance to be obtained for engineer in-charge MCC PANEL: Supply and MS fabrication of main Panel Sheet: 14/16 SWG CR sheet Paint : Siemen’s grey with powder coating RYB Phase Indication Lamps Ideal Make - 1Set Digital Multi Function Meter -1 Nos Current Transformer 125/5A 15VA class 1 - 3 NOS Busbar Support : SMC Busbar size :125A,TPN,3phase,4 WIRE AL . BUS, 10kA Incomer 125A 4P MCCB - 1nos, (microprocessor based magnetic release MCCB) Outgoing 32A TP MPCB - 5 nos, 32A TP MCB - 2 nos. 17.5HP, 13kW, 9-15A Fully Automatic Star-Delta Starter - 5nos with ON/OFF/TRIP indication lamps, START/STOP/Emergency Stop push buttons with indicator, Auto/Manual selector switch etc as required

1

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Supplying of PVC insulated, heavy duty, aluminum conductor. 1.1KV grade armoured. MV cable of the following sizes as required, generally conforming to IS:1554/Part-I/1970. br4Cx2.5 Sqmm CU Ar

10

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Supplying of PVC insulated, heavy duty, aluminum conductor. 1.1KV grade armoured. MV cable of the following sizes as required, generally conforming to IS:1554/Part-I/1970. br3Cx10Sqmm Ar, CU.

44

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Supplying of PVC insulated, heavy duty, aluminum conductor. 1.1KV grade armoured. MV cable of the following sizes as required, generally conforming to IS:1554/Part-I/1970. 3.5Cx50Sqmm Ar, Al.

125

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Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size direct in ground including excavation, sand cushioning, protective covering andrefilling the trench etc as required.Above 35 sq. mm and upto 95 sq. Mm

110

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Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size in the existing masonry open duct as required.Upto 35 sq. Mm

50

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Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size in the existing masonry open duct as required.Above 35 sq. mm and upto 95 sq. Mm

15

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Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)

4

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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 1/2 X 50 sq. mm (35mm)

2

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Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 KV grade as required. 4Cx2.5Sqmm

2

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Supplying and making end termination with brass compression gland and copper lugs for following size of PVC insulated and PVC sheathed / XLPE copper conductor cable of 1.1 KV grade as required. 3Cx10Sqmm

16

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Earthing with copper earth plate 600 mm X 600 mm X 3 mm thick including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe of 2.7 metre long etc. with charcoal/ coke and salt as required.

1

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Providing and fixing 4.00 mm dia copper wire on surface or in recess for loop earthing asrequired.

17

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Supply and erection of Heavy Duty Exhaust fan in metal frame working on 230 V A/C 300 / 305 mm sweep (Including wall cutting etc as required)

1

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Supply of 28W LED fitting (BCLAB 20W WH LED P Bajaj)

6

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Supply and fixing carbon di oxide fire extinguisher type 4.5 kg capacity

1

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CONSTRUCTION OF SOAK PIT WITH CONNECTED PIPELINE

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area cleared

100

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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

60.5

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Extra for every additional lift 1.5 m or part there of in excavation / banking excavated or stacked materials.All kinds of soil

30.25

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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.

90.75

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Pumping or Bailing out water and removing slush etc by using pump set including cost of labour, oil hire charges of pumpset, etc complete

12

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Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of Engineer -in- charges

10.13

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Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit,over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of Engineer -in-Charge

10.13

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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)

1.1

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Solid masonry using pre cast solid blocks (factory made) of size 30x20x15cm or nearest available size confirming to IS 2185 part I of 1979 for super structure up to floor two level with thickness 15cm in : CM 1:6 ( 1 cement : 6 coarse sand) etc complete

20.16

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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand )and a top layer 6 mm thick cement plaster 1:3 ( 1 cement : 3 coarse sand) finished rough with sponge.

73.2

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White washing with lime to give an even shade:New work (three or more coats)

73.2

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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. 150 mm dia 6 Kgf/cm2

190

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Drilling suitable holes in reinforced or plain cement concrete wall with power driven drill machine to a minimum depth of 200mm upto 300mm for Puddle flange fixing.

1

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Providing and fixing puddle flange using MS/GI pipe of required dia with welded to collar plate and fixed in position at correct level, alignment, Grouting the Joint with water proofing material complete as per direction of Engineer in Charge

1

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Supplying, Installing, testing and commissioning of C.I. butterfly valves conforming to BS 5155 (PN 1.6) slim seal standard lever operated type with required flanges, nuts, bolts etc. complete. 150mm nominal dia

1

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CONSTRUCTION OF SLUDGE DRYING BED CIVIL WORKS

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Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50m outside the periphery of the area cleared

70

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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

30.54

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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

61.6

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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)

10.17

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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)

22.4

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

258.91

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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

3462.4

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Solid block masonry using pre cast solid blocks ( factory made) of size 40x20x20cm or nearest available size confirming to IS 2185 part 1 of 1979 for foundation and plinth with thickness 20 cm and above in: CM 1:6 ( 1 cement : 6 coarse sand) etc complete

3.64

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18 mm cement plaster in two coats under layer 12 mm thick cement plaster 1:5 ( 1 cement : 5 coarse sand) finished with a top layer 6 mm thick cement plaster 1:6 ( 1 cement : 6 fine sand).

34.56

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Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. 40 mm thick with 20 mm nominal size stone aggregate

38.72

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Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos cross sectional T.M.T. hoop bars, including providing 50 mm dia perforation @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of Engineer - in- charge.

65

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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 (For Pipeline work)

81

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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. 150 mm dia 6 Kgf/cm2

92

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Providing and laying cement concrete 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) all - round S.W. pipes including bed concrete as per standard design:150 mm diameter Pipe

92

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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.110 mm dia 6Kgf/cm2

100

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Supplying, filling, spreading & leveling gravels of size range 40 mm to 30 mm, in the recharge pit, over the layer of floor finish, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

5.81

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Supplying, filling, spreading & leveling gravels of size range 30 mm to 20 mm, in the recharge pit, over the layer of floor finish, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

3.87

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Supplying, filling, spreading & leveling gravels of size range 20 mm to 6 mm, in the recharge pit, over the layer of floor finish, in required thickness, for all leads & lifts, all complete as per direction of Engineer-in-charge.

3.87

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Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of Engineer -in charge. Filter Media sand filling

5.81

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Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface:Water thinnable cement primer

140.26

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Finishing walls with Acrylic Smooth exterior paint of required shade:New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm)

124.42

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Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete.

3120

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Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality;32 mm diameter pipe

100

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Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality;40 mm diameter pipe

150

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Painting G.I. pipes and fittings with two coats of anti-corrosive bitumastic paint of approved quality;50 mm diameter pipe

150

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Providing & fixing Poly carbonate corrugated sheet 0.8 mm thick as approved by the Engineer in charge and should be supplied in a single length of 12 M or as decide by the Engineer in charge. The sheets shall be fixed using self drilling / self tapping screw of size (5.5x55 mm) with EPDM seal complete upto any pitch in horizontal/ vertical/ curved surface, but excluding the cost of purlins, rafters, trusses, and including cutting to size shapes where ever required.

156

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SLUDGE DRYING BED ELECTRICAL WORKS

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Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface / recessed steel/ PVC conduit as required.3 X 1.5 sq.mm

75

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Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/ recess including cutting the wall and making good the same in case of recessed conduit as required.20 mm

75

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Supplying and fixing following way, single pole and neutral, sheet steel, MCB distribution board, 240 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. (But without MCBIRCCB/Isolator8 way, Double door

1

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Supplying and fixing 5 amps to 32 amps rating, 240/415 volts, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required.Single pole

8

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Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.25 amps

1

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Supplying of PVC insulated, heavy duty, aluminum conductor. 1.1KV grade armoured. MV cable of the following sizes as required, generally conforming to IS:1554/Part-I/1970 br3Cx6Sqmm Ar, Al.

75

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Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size direct in ground including excavation, sand cushioning, protective covering andrefilling the trench etc as required.Upto 35 sq. Mm

65

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Laying of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KV grade offollowing size in the existing masonry open duct as required.Upto 35 sq. Mm

7

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Laying and fixing of one number PVC insulated and PVC sheathed / XLPE power cable of 1.1 KVgrade of following size on wall surface as required.Upto 35 sq. mm (clamped with 1mm thick saddle)

3

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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 X 10 sq. mm (22mm)

2

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Supply of 18" Heavy duty Exhaust Fan

2

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Supply and fixing of 50W LED Flood Light

4

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Installation of exhaust fan in the existing opening, including making good the damage connection testing, commissioning etc. as required.Upto 450 mm sweep

2

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