Combined Station Works including Civil, Mechanical, Electrical, Telecom and Instrumentation work for Installation of Extract oil pumps at OMS-I inside CPCL Refinery, Chennai

Mech-CSW Supply

Supply and delivery of Steel Flanges (ASME B16.5) as per technical specifications from approved vendors specified in tender document :

Supply and delivery of Gaskets (ASME B16.20) as per technical specifications from approved vendors specified in tender document:

10" SWMG ANSI 300#

6" SWMG ANSI 300#

4" SWMG ANSI 300#

3" SWMG ANSI 300#

1" SWMG ANSI 300#

2" SWMG ANSI 300#

10" SWMG ANSI 150#

1/2" SWMG ANSI 300#

4" SWMG ANSI 150#

3" SWMG ANSI 150#

2" SWMG ANSI 150#

1" SWMG ANSI 150#

6" SWMG ANSI 150#

Supply and delivery of Steel Fasteners as per technical specifications from approved vendors specified in tender document:

Fasteners for Flanges 10" x 150# (0.875" Dia. X 5.25" Length)

Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length)

Fasteners for Flanges 3" x 150# (0.625" Dia. X 4.00" Length)

Fasteners for Flanges 10" x 300# (1.0" Dia. X 7" Length )

Fasteners for Flanges 6" x 300# (0.75" Dia. X 6.25" Length ) - extended stud length for flanges with spectacle blind

Fasteners for Flanges 4" x 300# (0.75" Dia. X 5.00" Length )

Fasteners for Flanges 2" x 300# (0.625" Dia. X 4.00" Length)

Fasteners for Flanges 1/2" x 300# (0.5" Dia. X 2.5" Length)

Supply and delivery of Pipe Fittings (ASME B16.9) as per technical specifications from approved vendors specified in tender document :

10" x 6" ANSI 150# Un Equal Tee

3" x 2" ANSI 150# Un Equal Tee

10" x 4" ANSI 150# Un Equal Tee

10" ANSI 150# Equal Tee

3" ANSI 150# Equal Tee

2" ANSI 150# Equal Tee

1" ANSI 150# Equal Tee

10"x6" x 300# Unequal Tee

10" 300# Equal Tee

6" 300# Equal Tee

1/2" 300# SW Equal Tee

10" 300# 90 deg LR Bend

6" 300# 90 deg LR Bend

4" 300# 90 deg LR Bend

3" 300# 90 deg LR Bend

2" 300# 90 deg LR Bend

1" 300# 90 deg LR Bend

1/2" 300# SW 90 deg LR Bend

10" x 150# 90° LR Bend

3" x 150# 90° LR Bends

2" x 150# 90° LR Bends

1" x 150# 90° LR Bends

12" x 150# 45° LR Bends

10" x 150# 45° LR Bends

3" x 150# 45° LR Bends

2" x 150# 45° LR Bends

1" x 150# 45° LR Bends

10" 300# 45 deg LR Bend

6" 300# 45 deg LR Bend

1/2" 300# SW 45 deg LR Bend

12"x10" x Concentric Reducer x 150#

10"x6" x Concentric Reducer X 150#

10"x6" x Concentric Reducer X 300#

2" 3000 Class St. NIPPLE

1" 3000 Class St. NIPPLE

1" 3000 Class HALF COUPLING

1/2" 3000 Class SW FULL COUPLING

10"x2" X 150# Weld-o-let

24"x4" X 150# Weld-o-let

10"x4" X 300# Weld-o-let

12"x2" X 300# Weld-o-let

10"x2" X 300# Weld-o-let

10"x3" X 300# Weld-o-let

Supply and delivery of API 5L PSL2/ ASTM A106 Gr.B / ASTM A333 pipes at respective stations as per Station-wise Break up of material supply and as per technical specifications from approved vendors specified in tender document:

10.75" OD x 0.365" WT, API5L X46 ERW/SEAMLESS OR ASTM A106 PIPE, BARE, SEAMLESS

6.625" ODx 0.280" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe

4.500" ODx 0.237" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe

3.500" ODx 0.216" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe

2.375" ODx 0.218" WT (Sch.XS) ASTM A 106 Gr B Bare pipe

1.315" ODx 0.179"WT (Sch.XS) ASTM A 106 Gr B Bare pipe

1/2" NPS Sch 80 ASTM A 106 Gr B Bare pipe

Supply and delivery of Ball Valves (API 6D), Globe Valves (API 623 / BS 1873), Swing Check Valves (API 6D / BS 1868), Gate Valves (A PI 602) and Thermal Relief Valves, Pressure Safety Valve as per technical specifications from approved vendors specified in tender d ocument:

2"x ANSI 150# HOV F/F API 6D Ball

API 6D Ball Valve 10" 300# F/F A/G HOV

BALL,API6D,F/F,A/G,HOV,10IN,150#

API 6D Ball Valve 2"x 300 sr. HOV F/F A/G

1" x 800# W/W, A/G, HOV, API 602 GATE VALVE

1/2" x 800# SW, A/G, HOV, API 602 GATE VALVE

10IN 300# Swing Check Valve A216 WCB,F/F, API 6D/ BS 1868

1/2"x ANSI 150# SW BS-1868 Swing Check Valve

2" x 2" 150# x300# F/F TRV

2" x 2" 150# x150# F/F TRV

Spring loaded pressure safety valve - 3" X 4", 300# X 300#, F/F

4"x ANSI 150# HOV F/F API 600 Gate Valve

1/2" Steam Trap (SIZE: 1/2 INCH, BODY MATERIAL: CARBON STEEL, BODY MATERIAL SPEC: A105, SCREEN MATERIAL: SS,A182,F304, END FINISH: S OCKET WELD, STEAM PRESSURE:10.5 KG/CM2, STEAM TEMPERATURE:230 DEG.C, INTERNALS: 13% CR.)

6" x 2" ANSI 150# END FUNNEL

Supply and delivery of Y-type strainer (Cast /Plate Fabricated Body), F/F end connection at respective stations as per Station-wise Break up of material supply and as per technical specifications indicated in tender documents (Each strainer shall be supplied with 1 set of companion WNRF Flanges, Gaskets & Fasteners, 02 Nos. cover Gaskets, 1 spare filter element)

Y-type Strainer 10"x ANSI 300#

Supply and delivery of Fire Fighting Equipment at respective stations as per Station-wise Break up of material supply and as per tec hnical specifications from approved vendors specified in tender document.

4" x 150# High Volume Long Range Water-cum-Foam Monitor, stand post type, 1000-500 GPM, Manual Operated

4" x 150# Water-cum-Foam Monitor, stand post type, 750-500 GPM Manual Operated

Mech-CSW Service

"MLPU Installation (Motor Driven): Taking delivery of mainline pumping units having electrical motor, horizontal centrifugal pump (to be mounted on a common base plate ), Local control panel, Hydraulic coupling and other auxiliaries and accessories, grouting materials etc from designated storage loc ation within the Pump Station, shifting and placing the equipments in the pre-constructed foundation, carrying out levelling and gro uting, aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping e tc., providing assistance for carrying out trial run of motor on no load, coupling the electrical motor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respects in accordance with the drawings , manufacturer's installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC. Note: 1. The auxiliaries and mountings shall include but not limited to pipe works etc., 2. Electrical & Instrumentation connections are not included in this item. 3. Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment. 4. Gro uting material shall be supplied by owner."

"Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling tog ether all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer's inst allation instruction, specifications and instructions of Site Engineer / EIC., Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment "

Installation of Y-type strainer

"Above ground Process Piping Erection: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,conc entric/eccentric reducers, y-type strainers, dra

in funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD."

10 NPS (10.75" OD x 0.250"/ 0.280"/ 0.365"/ 0.438" WT) APL 5L / ASTM A106 Pipe:

6 NPS (6.625" OD x 0.250"/ 0.280" WT) API 5L/ ASTM A106/ A333/ A53 Pipe

4 NPS 4.5" OD x 0.237"/0.337" WT ASTM A106/ A333/ A53 Pipe:

3 NPS (3.5" OD x 0.216"/ 0.438" WT) ASTM A106/ A333/ A53 Pipe:

2 NPS (2.375" OD x 0.218"/ 0.344" WT) ASTM A106/ A333/ A53 Pipe:

1 NPS (1.315" OD x 0.179"/ 0.250" WT) ASTM A106/ A333/ A53 Pipe:

1/2" NPS Sch 80 ASTM A106/A333/ A53 Pipe:

"Under ground piping for Process piping (with PU/3LPE Coating):Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral w ound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and er ection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching i n all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elb ows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pess ure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment no zzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equip ment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning b y compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materials equipment and consuma ble necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and com pleting the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In cas e of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relevant SOR item."

10 NPS (10.75" OD x 0.250"/ 0.280"/ 0.365"/ 0.438" WT) APL 5L Pipe:

3 NPS (3.5" OD x 0.216"/ 0.438" WT) ASTM A106/ A333/ A53 Pipe

"Installation of Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the sa me to site, erecting above ground on pre-constructed foundations or underground including earth work in excavation and filling for u nder ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supp lied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. Note: Payment for conctruction of foundations shall be done seprately as per relevant SOR item."

3 NPS (3.5" OD x 0.216"/ 0.438" WT) ASTM A106/ A333/ A53 Pipe

"Installation of Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the sa me to site, erecting above ground on pre-constructed foundations or underground including earth work in excavation and filling for u nder ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supp lied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of the Site Engineer / EIC. Note: Payment for conctruction of foundations shall be done seprately as per relevant SOR item."

4", 150#/300#, F/F: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavatio n and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Paint ing of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all in puts, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of th e Site Engineer / EIC.

3"x 4" Pilot Operated Surge Pressure Relief Valve (SRV) / Pressure Relief valve(PRV) 300# F/F

2" x 2" (300#/ 150# x 150#) F/F Thermal Relief Valve:

"Radiographic Inspection: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including proce ssing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engineer together with recomm endations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or direct ed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs, etc. and providing a ll services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. v) In case where radiography is not possible, verification by utrasonic testing shall be done at contractors cost., vi) Magenetic particle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films shall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files along with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives."

10" NB Pipe Joints RT:

6" NB Pipe Joints RT:.

4" NB Pipe Joints RT

3" NB Pipe Joints RT:

2" NB Pipe Joints RT:

1/2" NB Pipe Joints RT:

Carrying out stress and flexibility analysis of process, utility and firewater piping including creation of model in CAESAR-II (late st edition) software from isometric/ assembly piping drawings/ site measurements, analysis as per relevant codes/ standards, interpr etation, recommendations of suitable mitigation measures and design changes, if required as per specification and instructions of EI C/ Site Engineer. Soft copy of Model in software (CARSAR-II) to be provided in USB drive to EIC/ Site Engineer.

Development of as built drawings, data sheets, system details covering all additional facilities incorporated under this project in the station and furnishing them as reference do

cument. Additionally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer

Providing Temporary Barricading made of GI/ steel sheet with angle iron frame (40x40x6) in panels of 1.5 to 2.0m including lateral/ vertical angle bracing/ steel beam at bottom for stability, earth filling up to 300mm height above ground level, maintaining the bar ricading during construction at site, removing the same and clearing site after construction complete in all respects as per instruc tions of Site Engineer

Installation of Manual High Volume Long Range Foam Monitor 750 GPM capacity stand post type with inlet flange of 4" X 150# MHVLR

Installation of Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4" x 150# WNRF Flange

Providing the air compressor of suitable capacity for flushing of annular space of carrier casing as per direction of EIC. One day s hall be equivalent to 24 hrs.

Mech-CSW Composite

"Insulation: Providing and fixing single/ multiple layer of machine stitched LRBmineral wool mattresses conforming to IS:8183/ASTM C 592, Class-II,faced on one side with 20mm galvanised 22 SWG wire mesh, suitable fortemperature up to 550 Deg C, in required thickne ss over the pipingsand technological equipments like columns, vessels, ducts, hortonspheres, storage tanks etc., including cleaning of the surface with wirebrush, fixing the insulation mattresses in position and securing thesame properly etc. all complete with too ls, tackles, materials such aslacing, binding, stitching wire, labour etc. complete in accordance withthe specifications laid down i n the contract, latest IS standards and asper the directions of Engineer-in-Charge; but excluding the cost ofscaffolding.""Note:1. C ontractor has to make his own arrangement for procurement andstorage of all the materials and has to produce manufacturer's test cer tificate in support of characteristics of insulation materials i.e.'K' value, density etc.2. The joints of fibrous insulation materi al shall be tightly buttedand laced together with 1mm dia galvanised lacing wire.3. Insulation thickness more than 75mm shall be in multi layers.4. Each layer of the piping insulation shall be secured firmly in placewith atleast 3 loops of 24SWG thick x 12mm wide SS bands, one loop to beplaced not more than 75mm from each end and atleast one loop shall beequally spaced betweeen two end loops.5 . Shells of equipments shall be secured by 24SWG thick x 20mm wide SSbands at every 225mm c/c6.The item includes disposal of the deb ris to the directed place within2km lead as per the direction of Engineer-in-Charge LRB Mattress of density 150 Kg/cum - Water repellentGrade -Thickness- 25mm"

"""Fixing cladding with new aluminium sheets, plain orcorrugated. The job includes cutting, bending and grooving to proper shape and size, providing minimum 50mm overlaps on both longitudinal and circumferential joints including end termination/cap andsecuring the overlaps alternately by POP rivets and self-tapping screwsat every 150mm c/c, and securing additionally with metalic bands at amaxi mum spacing of 300mm c/c at any height and location with alllabour, materials etc. complete as per direction of Engineer-in-Chargebu t excluding the cost of scaffolding. (Payment of above shall be madeon the area of the finished surface).Note:1. Screw, required for metal jacket securement shall be SS /Cadmiumplated steel self tapping , type A No.8 Dia*12mm long to BS 4176complete with Neoprene washers under the head. Rivets required for metaljacket securement shall be the expanding aluminium """"POP"""" blind eyetype/SS, 9. 5mm long* 5mm dia.2. For additional securement of cladding, Band, SS 12mm (Min.) wide*24SWG thick is to be used for pipings and Band , SS 20mm wide *24SWGthick is to be used for equpiments.3.For ensuring perfect water proofing, all the cladding joints shall beseale d with approved elastomeric metal sealant.4. For insulations with vapour barrier, cladding shall not be applieduntil the vapour barr ier has completely dried and solvents havedissipated. Self tapping screws/ rivets shall not be used to securealuminium cladding as t hey may puncture the vapour barrier."" Aluminum sheet - Plain - 22 SWG as per ASTM B209 Alloy 3003 H16 orIS-737 Designation 31000, Condition H3 - to be arranged by contrac tor"

Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleanin g is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scales etc., application of 1 coat x 50-75 mi crons DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 150 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of Isocynate Aliphatic Poly Urethene (PU) b y airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumables, labour, equipment etc. to complete the job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns .

Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherever sand bl ast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all re spects as per specification and instructions of the Site Engineer / EIC.

Ele-CSW SUPPLY

RUBBER HAND GLOVES : Rubber hand gloves suitable for 11/6.6 kV operation with ISI mark.Power cables LT : OD above 40 mm and upto 60 mm

Supply and installation of 11/6.6 kV Discharge RodPower cables LT : OD above 60 mm

Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B)Control cables (T&I) : OD above 30 mm and upto 40 mm

Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest)Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDF through ceiling/ w all/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fixing of wall mounted tel ephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing cl amps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and dire ctions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc.

Supply of fire buckets mounted on standa) 2/3/4/5/6C upto 95 sqmm

Ele-CSW SERVICE

CABLE TRENCH: Excavation in unpaved are

WBM ROAD / CONCRETE BREAKING : WBM Road/

Power cables LT : OD above 40 mm and upt

Power Control cables LT : OD upto 25 mm

a) 2/3/4/5/6C upto 95 sqmm

b) 2/3/4C from 120 upto 400 sqmm

Capacity above 50 KW

Weight of unit above 1000 kg but upto a

Control Cables having dia upto 20mm.

Ele-CSW COMPOSITE

GI CABLE TRAY: Supply, installation & fixing of prefabricated perforated GI cable trays with tray cove

r of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, con sumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge.GI wire / rope 35 sq. mm

SAND FILLING: Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of S ite Engineer / Engineer-in-Charge.GI wire / rope 10 mm diameter

BRICK SOLING: Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , a s per drawings, specification and directions of Site Engineer / Engineer-in-Charge.Copper cable as per specifications - 95 Sq.mm

CABLE MARKER: Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concret e grouting, backfilling, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge.Copper cable as per specifications - 10 Sq.mm

Power cables LT : OD upto 20 mm25 mm

Power cables LT : OD above 40 mm and upto 60 mm50 mm

"EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes grouting of the p late as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc. and as per dir ection of EIC / Site engineer.STEEL STRUCTURAL WORKS: Supply, fabrication, erection, installation of steel structural works of any t ype and shape such as cable raks, cable trays, push button control posts etc., as required job complete in all respects including t he cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge. "

50 mm X 6 mm G.I. earthing stripFLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007

40 mm X 5 mm G.I. earthing stripFLAMEPROOF LED FLOOD LIGHT FITTING 90 W: Supply, installation, testing & commissioning of Ex'd' (Fla meproof) Flood Light Fixture with provision of Cable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex' d'(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex'd', Brass Nickel Plated . Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical sp ecification.

"Copper cable as per specifications - 10 Sq.mmFLP/WP SWITCH CUM SOCKET: Supply, erection, installation, testing and commissioning of flameproof /weatherproof switch cum socket /welding receptacle of app roved makes to be installed on walls, coloumns, structures, including supply & installation of flameproof double compression cable g lands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wire and conduits., e tc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc. complete in all respect: "

100 mmGI Cable Conduit: Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bu shings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specificat ions and directions of site engineer / Engineer-in-Charge:

150 mmGI Cable Conduit: Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bu shings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specificat ions and directions of site engineer / Engineer-in-Charge:

STEEL STRUCTURAL WORKS: Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable ra ks, cable trays, push button control posts etc., as required job complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge.Total Amount including Supply, Service & Composite Items (in Rs.)

FLAMEPROOF LED FLOOD LIGHT FITTING 90 W: Supply, installation, testing & commissioning of Ex'd' (Flameproof) Flood Light Fixture wit h provision of Cable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex'd'(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex'd', Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification.

Critical Light: Flame Proof & Weather Proof supply, erection (fixing the same on roof truss, wall, column etc. as required), termina tion of 240V, flame proof light fittings with heat resistant glass diffuser and suitable for LED lamp, IP65, of model PEL 111 Proli te make or equivalent approved makes as per EIC. The job includes the cost of fitting and erection 1 no. LED lamp 18W, Ni-Cd battery of suitable size for minimum 01 hour back up, battery charger, earthing, supply & erection of all accessories, suitable MS brackets etc. complete.

With Ammeter

"SHOCK TREATMENT CHART: Supply and installation of shock treatment chart framed in good quality glass in English / Hindi / Local Language."

"CAUTION BOARD: Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KV as per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language."

"STAINLESS STEEL INSCRIPTION PLATE: Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, provi ding necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-char ge including the cost of all labour, tools etc."

GI Wire / GI Rope (8 SWG)

Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender.

Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached.

FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4" & 1 No.- 1"; Left side entry: 1 No. - 1" & 3 Nos.- 1/2"; Right side entry: 2 No. - 1" & 2 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the J unction as per technical specifications.

FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1"; Left side entry: 3 Nos.- 1/2"; Right side entry : 3 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications.

FLP/ WP Emergency Shut Down Push Button Switch (with 2 nos. cable entry provision of 1/2" NPT) with steel hammer chained with main unit.

GI CONDUITS 25mm

Supply of Cable Glands - flame proof and weather proof including EP/WP certificates:

GI CONDUITS 50mm

Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender.

Supply of Plugs - flame proof and weather proof including EP/WP certificates:

GI CONDUITS 50mm

Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender.

Process Tube, Material: Stainless Steel

Male Connector, 12.7 MM MNPTX 12.7 MM OD

Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube

Union Tee, 3X12.7 MM OD Tube

Tube End Cap ( Sq Head), 12.7 MM OD Tube

2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316

FIELD INSTRUMENTS complete with cable glands, fitti

HDPE LAYING & OFC WORKS- SUPPLIES

Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications

Supply of Transition pits for building entry points as per tender specifications

As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable m arker details, d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h) Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope. , k) OTDR Traces of the laid OFC as applicable for respective stations

24 Fibre Single Mode Composite Metal Free Optical Fibre Cable as per tender specifications

Industrial media converters / Line Interface units (LIU) compatible to Owner supplied single mode 24 fibre OFC & supply of patch cor ds, pig tails, connectors etc. for extension of Tank Farm Management System / Marketing Terminal Automation Software / SIC Terminal / any other terminal (1 set comprises 2 converters)

T&I-CSW Service

Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer

Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe,jointing & splicing of OFC, carrying out end to end testing of laid O ptical fibre cables by taking OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job incl udes the supply and installation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in a ll respects as per drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc. The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network.

Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressure Gauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow swi tch etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy, screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suit able size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and contr ol panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineer including cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to b e properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and fe rruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawi ngs. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and com missioning of the instruments to control system vendor along with loop checking etc.

INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / p ressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and dra wings

INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounti ng of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of broken glass covers and painting it in red colour.

INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION - for MOV/ROSOV: Installation of non-flame proof junction box, explosion proof / flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field a nd control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all t he required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding sup ply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engine er including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glan ding, ferruling etc. complete in all respects.

Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer )

In all kinds of soil

1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]

T&I-CSW Composite

Civil-ITC

All works upto plinth level

Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site En gineer:

Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"]

Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer 's recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge]

Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).

Concrete of M30 grade with minimum cement content of 350 kg /cum

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

Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] :

450 mm diameter piles

6 MM CEMENT PLASTER :

1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources]

T&I-CSW Composite

Civil-ITC

All works upto plinth level

Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site En gineer:

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :

Cement mortar 1:4 (1 cement : 4 coarse sand)

Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work).

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :

Nominal concrete 1:3:6 or richer mix (including equivalent design mix)

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge]

Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations]

Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting ri vets, welding etc. including dismembering and stacking within 50 metres lead. [Notes: (1) Dismantling shall be allowed during day sh ift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approv ed by the Engineer-in-Charge.]

Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved.