Indian Oil Corporation Limited Tender
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Indian Oil Corporation Limited - IOCL Tender
Civil And Construction
Civil Works Others
Telecommunication Services
Machinery and Tools
Electrical and Electronics
Electrical Works
Eprocure
Opening Date1 Jul 2024
Closing Date12 Aug 2024
Tender AmountRefer Documents
Costs
EMD
₹ 5,74,000Document Cost
Refer DocumentsTender Fee
Refer Documents
Summary
Combined Station Works, Csw Including Civil, Mechanical, Electrical, Telecom And Instrumentation Works, For Replacement Of Engine Driven With Motor Driven
Description
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Contact
Tender Id
2024_PLHO_178382_1Bid Award Id
ViewTender No
PLCC/SMAUG/CSW/24053Tender Authority
Indian Oil Corporation Limited ViewPurchaser Address
-Website
http://https://www.iocl.com/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
Bidders_help_Document_for_Preferencial_ Bidding_20230207_v1
Special_Instructions_to_the_Bidders_20230207_version_1a
BOQ Items
24", WNRF FLANGE, ANSI - 600# (B 16.5)
18
2069880
-
20", WNRF FLANGE, ANSI - 400# (B 16.5)
6
461320
-
2" WNRF 600#
70
66493
-
1" WNRF 600#
8
5871
-
4" WNRF 150#
8
9912
-
2" WNRF 150#
20
11705
-
1" WNRF 150#
8
2756
-
24" BLRF 600#
1
134883
-
2" BLRF 600#
5
3899
-
1" BLRF 600#
2
679
-
4" BLRF 150#
4
4790
-
2" BLRF 150#
4
1746
-
1" BLRF 150#
2
469
-
24" SWMG ANSI 600#
17
40501
-
20" SWMG ANSI 600#
3
5352
-
20" SWMG 400#
9
19179
-
16" SWMG ANSI 600#
3
3734
-
2" SWMG ANSI 600#
70
16685
-
1" SWMG ANSI 600#
6
764
-
4" SWMG ANSI 150#
6
1331
-
2" SWMG ANSI 150#
20
2336
-
1" SWMG ANSI 150#
8
575
-
Fasteners for Flanges 24" x 600# (1.875" Dia. X 14.25" Length)
408
606132
-
Fasteners for Flanges 20" x 400# (1.625" Dia. X 12.50" Length)
144
117924
-
Fasteners for Flanges 2" x 600# (0.625" Dia. X 4.75" Length)
560
64758
-
Fasteners for Flanges 1" x 600# (0.625" Dia. X 4.00" Length)
24
2152
-
Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length)
48
3681
-
Fasteners for Flanges 2" x 150# (0.625" Dia. X 3.75" Length)
80
5380
-
Fasteners for Flanges 1" x 150# (0.500" Dia. X 3.00" Length)
24
1246
-
4" x2" ANSI 150# Un Equal Tee
20
37736
-
4" x 1" ANSI 150# Un Equal Tee
2
3773
-
2" x 1" ANSI 150# Un Equal Tee
3
1954
-
24" x 600# Equal Tee
2
54263
-
2" ANSI 600# Equal Tee
5
2342
-
1" ANSI 600# Equal Tee
6
2647
-
24" 600# 90 deg LR Bend
8
189659
-
2" 600# 90 deg LR Bend
40
24449
-
4" x 150# 90° LR Bends
10
10443
-
2" x 150# 90° LR Bends
12
2690
-
1" x 150# 90° LR Bends
25
2861
-
4" x 150# 45° LR Bends
4
2336
-
2" x 150# 45° LR Bends
4
915
-
1" x 150# 45° LR Bends
4
457
-
24" ANSI 600# 45 deg LR Bends
2
23701
-
4"x2" x Concentric Reducer X 150#
6
3469
-
2"x1" x Concentric Reducer x 150#
6
1543
-
24" X 20" concentric reducer 600#
6
79028
-
1" 3000 Class St. NIPPLE
6
1309
-
1" 3000 Class HALF COUPLING
12
2605
-
24"x2" X 600# Weld-o-let
40
115309
-
4.500" ODx 0.237" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe
100
344914
-
2.375" ODx 0.218" WT (Sch.XS) ASTM A 106 Gr B Bare pipe
70
117209
-
1.315" ODx 0.179"WT (Sch.XS) ASTM A 106 Gr B Bare pipe
70
53277
-
2"x ANSI 150# HOV F/F API 6D Ball
6
163739
-
2"x ANSI 600# HOV F/F API 6D Ball
15
615871
-
2"x ANSI 600# HOV W/W A/G API 6D Ball
24
1083933
-
1" x 800# Ball valve HOV W/W BS 5351/ ISO 17292
15
225108
-
1" x 1" 600# x150# F/F TRV
6
127270
-
2 CIVIL
-
-
-
3 ELECTRICAL
-
-
-
Supply of all necessary tarrif metering and equipments to be mounted at receiving end of supply in the switchyard and should consist of following:-1 phase Outdoor type CTs of ratio and rating as per respective State Electricity board guidelines.
3
201660
-
Supply of all necessary tarrif metering and equipments to be mounted at receiving end of supply in the switchyard and should consist of following:-Metering panel as per the requirement of respective State Electricity board. Cost of meter is not included in this it me.
1
228466
-
SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark.
1
3585
-
SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: Supply and installation of 11/6.6 KV Discharge Rod
1
10341
-
INSULATING MATS - Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elasto mer mats as per specifications: Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B)
20
62870
-
Flameproof DB: Supply of the flameproof (Ex'd) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Al luminium Alloy LM-6 with 125 A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plug ged with flameproof and weatherproof entry plug. 09 Nos. 32A, 3 Pole/TPN MCBs suitable for termination of 3C x 10 sq.mm., Armoured c able, Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certif ied for application in Zone-I, Gas Group IIA & IIB, Temp class T3 and shall be of approved make as mentioned in the technical speci fications. The item includes supply of flame proof double compression cable glands of nickel plated brass material for each cable en try 01 no. for cable entry of size up to 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10 sqmm, Aluminium armour ed cable. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flamepro of DB attached with supply specifications.
1
123398
-
Supply of high mast tower as per technical specification enclosed IOCL-PL-ELEC-HMT-1.0. The job includes supply of (1) 30 M high mast structure with lantern carriage with raising/lowering mechanism by FLP motor, min. steel plates sheet thickness shall be 5 mm (2) LED flood light fixtures & lamps- 350 W (120 Lumens/W min. efficiency) - 12 nos. & LED Aviation obstruction lights - 02 nos. (3) Lightning arrestor-1200 mm length finial (4) FLP feeder pillar board with cables from feeder pillar to base compartment of high mast (5) Foundation bolts. The vendor will submit the foundation design based on soil strata (soil report shall be provided by IOCL) of locations. Further vendor shall provide supervision for testing & commissioning of high Mast
-
-
-
High Mast Shaft with cables, FLP/WP motor, cables and accessories - For 20 M Height
1
412405
-
Foundation bolts with anchor plate & common template for high mast tower (30M/20M Height)
1
22196
-
LED flood light type -350 W (12 nos.) & Aviation obstruction LED light - 02 nos.
1
494086
-
Outdoor stand mounted FLP/WP feeder pillar
1
160699
-
4 T&I
-
-
-
Control Cables, Signal Cables and OFC
-
-
-
SIZE: 40C X1.5 SQMM (SAP CODE - 7778323004)
4300
2998429
-
SIZE: 12C X1.5 SQMM ( SAP CODE- 7778320354)
4400
1123964
-
SIZE: 4C X1.5 SQMM ( SAP CODE - 7778320764)
900
91555
-
SIZE: 5P X1.5 SQMM (SAP CODE:7780700764/7780540254)
400
102980
-
SIZE: 2P X1.5 SQMM [SAP CODE:7780560664]
2800
333935
-
Size:1 TriadX1.5 sqmm [ SAP Code: 7780740534]
300
25516
-
Size:8 TriadX1.5 sqmm [ SAP Code7780740554]
1800
906990
-
Copper LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density40%
1500
167335
-
12 Fibre Single Mode Armoured Optical Fibre Cable as per Technical Specifications SAP material code: 9320712494
1500
50905
-
F&G AND PROCESS INSTRUMENTs
-
-
-
IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. (To be supplied along with Flameproof field mounted surge arrester)
3
231766
-
IR Based explosion proof & weather proof (Open Path type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. (To be supplied along with Flameproof field mounted surge arrester)
1
388922
-
Calibration kit for Point type Hydrocarbon detectors with gas cylinder, regulator, hose pipe, flowmeter etc. along with required accessories complete in all respect.
1
22595
-
Calibration kit for Open Path Hydrocarbon detectors along with requisite filters and accessories complete in all respect.
1
48667
-
Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2 as per the technical specifications attached in the Tender.
2
13243
-
Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender.
10
57786
-
Pressure Transmitters with Cable glands Range max (0 to 20 kg/cm2); Smart type; accuracy 0.075% or better, 2" Direct Mount, Flush Flanged, Diaphragm Seal type with Flushing/Calibration rings, needle valves and plugs.
2
215841
-
Pressure Transmitters with Cable glands Range max (0 - 100 kg/cm2); Smart type; accuracy 0.075% or better, 2" Direct Mount, Flush Flanged, Diaphragm Seal type with Flushing/Calibration rings, needle valves and plugs.
7
755445
-
Temperature Transmitter with duplex RTD, Thermowell & Cable glands, Range max (0 to 100 0C ) Smart type; accuracy 0.1% or better Installation: Transmitter 2" pipe mounted; RTD in thermowell on process pipe above ground installation.
1
26882
-
Pressure switches with junction box & cable glands suitable for low pressure side with 2" Flanged Isolation valve with calibration arrangement, set point 0 Kg/cm2 to 20 Kg/cm2. Proof Pressure: 200 Kg/cm2.
2
152733
-
Pressure switches with junction box & cable glands suitable for high pressure side with 2" Flanged Isolation valve with calibration arrangement, set point 22 Kg/cm2 to 70 Kg/cm2. Proof Pressure: 200 Kg/cm2.
6
480230
-
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 Junction as per technical specifications.
8
64132
-
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.
5
22794
-
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.
1
2799
-
Supply of additional Cable Glands - flame proof and weather proof including EP/WP certificates:
-
-
-
1 1/4" (5/4")
10
4875
-
1"
10
3100
-
1/2"
10
1262
-
Supply of additional Plugs - flame proof and weather proof including EP/WP certificates:
-
-
-
5/4"
10
896
-
1"
10
867
-
1/2"
10
426
-
Supply of Reducers - flame proof and weather proof including EP/WP certificates:
-
-
-
1" to 1/2" Reducers
10
2977
-
1" to 3/4" Reducers
10
3460
-
3/4" to 1/2" Reducers
10
2538
-
Industrial media converters / Line Interface units (LIU) compatible to Owner supplied single mode 24 fibre OFC & supply of patch cords, 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)
4
249386
-
Cat 6 UTP (LAN) Networking Cable as per tender specifications
305
8626
-
Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications
2
33410
-
CSW Service Items: Jamnagar
-
-
-
1 MECHANICAL
-
-
-
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 material s etc from designated storage location within the Pump Station, shifting and placing the equipments in the pre-constructed foundatio n, carrying out levelling and grouting, aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, f ittings, interconnecting piping etc., providing assistance for carrying out trial run of motor on no load, coupling the electrical m otor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respect s 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 & In strumentation connections are not included in this item. 3. Weight of equipment is indicative only, Payment shall be done based on a ctual weight of equipment. 4. Grouting material shall be supplied by owner.
96
8400618
-
Above ground process piping, 24" OD x 0.375"/ 0.438"/ 0.500" WT APL 5L Pipe: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges , spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrica tion 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,concentric/eccentric reducers, y-type strainers, drain funn els, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above groun d at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of d ifferent pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs suc h as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the ow ner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Si te Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
80
923043
-
Above ground process piping, 20" OD x 0.375"/ 0.438"/ 0.500" WT APL 5L Pipe: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges , spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrica tion 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,concentric/eccentric reducers, y-type strainers, drain funn els, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above groun d at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of d ifferent pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs suc h as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the ow ner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Si te Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
10
108406
-
Above ground process piping, 16" OD x 0.250"/ 0.281"/ 0.375"/ 0.438" WT APL 5L Pipe: Taking delivery & transporting of pipes from de signated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and ins talling pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,concentric/eccentric reducers, y-type strainers, dr ain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing abo ve ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe l ine of different pressure ratings, flushing pipes by water after cleaning by compressed 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 in puts such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken b y the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructio ns of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
10
91957
-
Above ground process piping, 4 NPS 4.5" OD x 0.237"/0.337" WT ASTM A106/ A333/ A53 Pipe: Taking delivery & transporting of pipes fro m designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, s teel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to s ite, 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,concentric/eccentric reducers, y-type strainers , drain 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 line instruments etc., welded and threaded pi pe line of different pressure ratings, flushing pipes by water after cleaning by compressed 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 al l inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under tak en by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instru ctions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
50
170746
-
Above ground process piping, 2 NPS (2.375" OD x 0.218"/ 0.344" WT) ASTM A106/ A333/ A53 Pipe: Taking delivery & transporting of pipe s from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittin gs, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, weldin g and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,concentric/eccentric reducers, y-type stra iners, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., insta lling above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and thread ed pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each se ction to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providi ng all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically unde r taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and i nstructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
60
86022
-
Above ground process piping, 1 NPS (1.315" OD x 0.179"/ 0.250" WT) ASTM A106/ A333/ A53 Pipe: Taking delivery & transporting of pipe s from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittin gs, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, weldin g and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,concentric/eccentric reducers, y-type stra iners, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., insta lling above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and thread ed pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each se ction to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providi ng all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically unde r taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and i nstructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
60
60888
-
Under ground process piping, 24" OD x 0.375"/ 0.438"/ 0.500" WT APL 5L Pipe:Taking delivery of bare Pipes, pipe fittings, steel flan ges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabri cation and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating , trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of d ust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ li quid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing afte r cleaning by 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 consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contra ct) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item are for refere nce only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relev ant SOR item.
20
262809
-
Under ground process piping, 4 NPS 4.5" OD x 0.237"/0.337" WT ASTM A106/ A333/ A53 Pipe:Taking delivery of bare Pipes, pipe fittings , steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding , excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe f ittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping fo r instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing con necting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints , Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possibl e) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric ply urethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water f lushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, b ack filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materia ls equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner unde r the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item ar e 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.
50
181130
-
Under ground process piping, 2 NPS (2.375" OD x 0.218"/ 0.344" WT) ASTM A106/ A333/ A53 Pipe:Taking delivery of bare Pipes, pipe fit tings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the sa me to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and we lding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of p ipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tappi ng for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawin g connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe J oints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not po ssible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeri c plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by wa ter flushing after cleaning by 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, ma terials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the it em are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separa tely as per relevant SOR item.
30
55401
-
Under ground process piping, 1 NPS (1.315" OD x 0.179"/ 0.250" WT) ASTM A106/ A333/ A53 Pipe:Taking delivery of bare Pipes, pipe fit tings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the sa me to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and we lding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of p ipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tappi ng for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawin g connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe J oints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not po ssible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeri c plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by wa ter flushing after cleaning by 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, ma terials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the it em are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separa tely as per relevant SOR item.
20
33960
-
API 6D Ball Valve, 24", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location with in station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including ear th work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above gro und valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicab le) including all inputs, 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 an d instructions of the Site Engineer / EIC.
2
94961
-
API 6D Ball Valve, 2", 150#/300#, F/F: Taking delivery of valves of all types and pressure rating from the designated location withi n station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including eart h work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above grou nd valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicabl e) including all inputs, 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 the Site Engineer / EIC.
6
21579
-
API 6D Ball Valve, 2", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location withi n station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including eart h work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above grou nd valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicabl e) including all inputs, 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 the Site Engineer / EIC.
15
59348
-
API 6D Ball Valve, 2", 600#/900#, W/W: Taking delivery of valves of all types and pressure rating from the designated location withi n station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including eart h work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above grou nd valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicabl e) including all inputs, 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 the Site Engineer / EIC.
25
118708
-
1", 600#/800#/900#/1500#, W/W: Taking delivery of valves of all types and pressure rating from the designated location within statio n premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work i n excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valve s, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) inclu ding all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completi ng the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instruc tions of the Site Engineer / EIC.
15
35612
-
Control Valve, 24", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location within s tation premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth w ork in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and com pleting the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and in structions of the Site Engineer / EIC.
1
47876
-
Globe Valve, 24", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location within sta tion premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth wor k in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground va lves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) in cluding all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and compl eting the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and inst ructions of the Site Engineer / EIC.
1
47876
-
1" X 1" F/F Thermal Relief Valve : Taking delivery of valves of all types and pressure rating from the designated location within st ation premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth wo rk in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground v alves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) i ncluding all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and comp leting the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and ins tructions of the Site Engineer / EIC.
6
14124
-
24" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engine er together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as ma y be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, input s, etc. and providing all 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 inspect ion as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gi rth 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 pa rticle 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 a long with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
100
651006
-
20" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engine er together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as ma y be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, input s, etc. and providing all 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 inspect ion as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gi rth 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 pa rticle 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 a long with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
6
34437
-
16" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engine er together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as ma y be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, input s, etc. and providing all 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 inspect ion as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gi rth 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 pa rticle 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 a long with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
3
10301
-
4" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Enginee r together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs , etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the b asis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspecti on as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gir th weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch p ipe 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 par ticle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films s hall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files al ong with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
50
71626
-
2" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Enginee r together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs , etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the b asis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspecti on as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gir th weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch p ipe 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 par ticle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films s hall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files al ong with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
160
123286
-
1" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Enginee r together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs , etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the b asis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspecti on as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gir th weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch p ipe 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 par ticle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films s hall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files al ong with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
80
47200
-
24" NB - Single Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, align ing with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, co nsumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water a nd its disposal.
2
54074
-
4" NB - Single Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligni ng with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, con sumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water an d its disposal.
2
10667
-
2" NB - Single Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligni ng with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, con sumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water an d its disposal.
2
6239
-
1" NB - Single Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligni ng with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, con sumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water an d its disposal.
2
4332
-
24" NB - Double Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming , grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining a nd welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include eva cuation of product from the piping section after isolating the section and flushing with water and its disposal.
1
33801
-
4" NB - Double Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining an d welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform a nd complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evac uation of product from the piping section after isolating the section and flushing with water and its disposal.
2
13350
-
1" NB - Double Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining an d welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform a nd complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evac uation of product from the piping section after isolating the section and flushing with water and its disposal.
2
5378
-
Dismantling of structure- Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excavat ion work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pump station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC.
20
375027
-
Dismantling of Piping (Aboveground) and Equipment-Dismantling of existing above ground piping works of all types and sizes and engin e driven MLPU by opening flange joints or foundation bolt or by gas cutting/ cold cutting or any other approved suitable means witho ut damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes a s directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pr essure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage i ncluding supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including b ends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the S ite engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those ite ms shall not be dismantelled.
200
4286468
-
Dismantling the existing under ground piping, locating, retrieving including excavating the proper trenches by cutting the pipes wit hout damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner's desi gnated store in safe manner to avoid damage including supply of all labour, materials, equipment consumables etc. necessary to perfo rm and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the line ar measurement of dismantled piping including bend, tees, reducers etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe.Certain redundant pipes which in th e opinion of the Owner need not be retrieived, those items shall not be dismantled.
10
317833
-
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 document. Additionally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer
1
323390
-
Fasteners for Flanges 2" x 600# (0.625" Dia. X 4.75" Length)
1
222317
-
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
80
212211
-
Piping modification- Pipe size up to 2 inch NB : Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edg e preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, ther mal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, i n line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by comp ressed 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 th e work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordan ce with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner , Item covers only modification / rework jobs.)
6
3894
-
Piping modification-Pipe size 3 inch NB to 6 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to ch ange in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaske ts & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet t ees, concentric/eccentric reducers, y-type strainers, drain 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, vesse ls, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and di spoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perfo rm the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in acc ordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Eng inner, Item covers only modification / rework jobs.)
2
1276
-
Piping modification-Pipe size 8 inch NB to 28 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to c hange in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gask ets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain 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, vess els, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning b y compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and d ispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perf orm the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in ac cordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte En ginner, Item covers only modification / rework jobs.)
4
2482
-
Hook up of new piping with existing process piping- 24" NB Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing piping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grindin g, beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding b oth the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labou r, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruc tion of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the p iping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedu re.
1
32228
-
Hook up of new piping with existing process piping- 4" NB Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing p iping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding , beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding bo th the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour , materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruct ion of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the pi ping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedur e.
1
4981
-
Hook up of new piping with existing process piping- 2" NB Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing p iping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding , beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding bo th the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour , materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruct ion of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the pi ping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedur e.
2
5472
-
Hook up of new piping with existing process piping- 1" NB Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing p iping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding , beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding bo th the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour , materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruct ion of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the pi ping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedur e.
2
2735
-
2 CIVIL
-
-
-
3 ELECTRICAL
-
-
-
CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres inclu ding shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and ma terials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge
400
317641
-
WBM ROAD / CONCRETE BREAKING: WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respec ts including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, spe cification and directions of Site Engineer / Engineer-in-Charge.
38
197727
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Power cables LT : OD upto 20 mm
6000
247941
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Power cables LT : OD above 20 mm and upto 40 mm
2750
163158
-
Cable Laying - Laying of all type of cables HT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Power cables HT
4000
571828
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Control cables (T&I) : OD upto 20 mm
10000
912258
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Control cables (T&I) : OD above 20 mm and upto 30 mm
3000
313962
-
HT SWITCHBOARD (6.6/11 KV) - Erection, Installation including transportation from owner desginated location, testing and commissioni ng of HT Switch Board consisting of VCB's and other accessories including termination of all LT/control cables, installation on foun dation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / r elays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lugs, lab our, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (N ote: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board.): HT Switchboard with upt o 10 VCB
1
214527
-
HT SWITCHBOARD (6.6/11 KV) - Erection, Installation including transportation from owner desginated location, testing and commissioni ng of HT Switch Board consisting of VCB's and other accessories including termination of all LT/control cables, installation on foun dation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / r elays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lugs, lab our, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (N ote: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board.): Single VCB panel
3
64358
-
HT Motor (6.6/11 KV) - Installation, testing and commissioning of owner supplied, 3-Phase Squirrel Cage, HT induction Motors & Local speed Controller (if provided). The job includes execution of terminal connections with HT/LT power and control cables , earthing o f Motor / Local speed controller, armour of all the cables etc., with materials i.e. FLP/WP Cable glands, end lugs, labour, tools an d tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (Note: Commissi oning assitance (Only Supervision) shall be provided by the supplier of the pumping unit.): HT Motor rating 1500 KW and above
3
508463
-
Variable Frequency Drives: Installation including transportation from owner desginated location, testing and commissioning of owner supplied Variable frequency drives on foundation channels including aligning, levelling, grouting etc., Making all the inter- connec tions with HT Breakers, hot standby PLC of VFD system & Motors for incoming/outgoing/ Power / control cables (All as applicable). Making holes for cable entries, if required and blinding the spare cable entry holes, with materials i.e. WP Cable glands, end lugs , earthing of VFD board, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engin eer / Engineer-in-Charge. (Note: Commissioning assistance (only supervision) shall be provided by supplier of the VFD.)
2
195692
-
415 V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (includi ng space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power ca bles, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, ar mour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips , labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.: Capacity a bove 1 KW and upto 2.5 KW
5
20373
-
415 V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (includi ng space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power ca bles, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, ar mour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips , labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.: Capacity a bove 2.5 KW but upto 7.5 KW
1
5909
-
FLP & WP Distribution Board: Erection, installation including within site transportation, testing and commissioning of 415 V , Flam eproof distribution boards (FLP-DB) under scope of supply of bidder, assembling as required, installation on the already made founda tion channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of FLP-DB panels, supply of cable glands et c. complete as per cable schedule, drawings etc.
200
18898
-
Erection, Installation,Testing & Commissioning of the Owner supplied high mast tower with the help of suitable tools and plants, wiring of luminaires with all wiring materials like PVC insulated PVC sheathed flexible cable of suitable copper conductor cores of 1.5 sq. mm, lugs, MCB and all labour. Scope of work shall include erection & installation of high mast tower, cable connections, erection & installation of luminaries & aviation lights, lightning finial, all accessories, cables, etc., erection, foundation casting & grouting of owner supplied FLP feeder pillar, end connection termination & laying of Owner supplied cable from feeder pillar to base compartment of high mast complete with all materials and labour as per instruction of Site Engineer/EIC. Earthing works for High Mast tower including construction of earth pits to be operated in relevant separate item.
-
-
-
For 20 M Height High Mast Tower
1
87966
-
4 T&I
-
-
-
As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable marker 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
1
154176
-
Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Engineer
2
17778
-
CSW Composite Items: Jamnagar
-
-
-
1 MECHANICAL
-
-
-
Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commerc ial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddl e supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc. , sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour , materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.
10
1422065
-
Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after comple te fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normany of size 810mm X 250mm for steps and 1200mm X 1 000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting w ith base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consum able etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.
3
719401
-
Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items including supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.
1
254
-
External painting of piping and equipmant- Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or wi th power wire brush (wherever blast cleaning is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill sc ales etc., application of 1 coat x 50-75 microns 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) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consu mables, 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.
240
417892
-
PU/Liquid Epoxy Coating of under ground piping- Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive bla sting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying s ingle layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC.
80
240243
-
"10 Ton capacity EOT crane for Mainline pump shed. Length of Travel: (40+/-1)m; Span: (19+/-1)m"
1
5546951
-
"Supply Fabrication and Erection of temporary pump strainer: Supplying atsite, steel structural items such as steel plates / sheets, SSperforated sheet, SS wire mesh, square bar, and other requiredstructural steel items, cutting, grinding, we lding, brazing, soldering,fabrication of temporary pump strainer of different types and sizes as per the drawing, abrasive blast/pow er brush cleaning, priming andpainting the finished structures, erection of the strainer in the spool piece provided in suction of m ainline pumps at the time of commissioningincluding supply of all other inputs such as labour, materials,consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions ofthe Site Engineer / EIC .24"" Mesh Size 40 as per instruction of EIC/ Site Engineer."
6
512593
-
Up to 30 mm wide x 1 mm thick Copper strip
10
2798
-
30 - 50 mm wide x 1 mm thick Copper strip
40
18835
-
50 - 75 mm wide x 1 mm thick Copper strip
10
6972
-
Up to 30 mm wide x 3 mm thick Copper strip
10
8213
-
30 - 50 mm wide x 3 mm thick Copper strip
10
13360
-
"Hot-tapping works on 24"600# line size with double stopple and tempoprary bypass line. Mobilization of Equipment, Hot Tapping, stopple machine, sandwich valves, welding machine& consumables, cutter housing, stopple housing, stopple head, stopple cutter, pilot drill, cutter holder, Lock O-Ring plus plugs, LOR plus plug holder, required skilled, semiskilled, unskilled manpower, includung Supply and Delivery of hot tap & Line stopple fittings, Line Stopple Plug with scarfed nipple / Lock O-Ring plus plugs, Hot Tap bypass fitting, Hot Tap Plug with Scarfed Nipple/Lock O-Ring, Buna N Sealing Elements, pressure equalization fittings, Lock O-Ring plus plugs, Sealing elements, guide bar, Blind Flanges, other tools, fixtures of required pressure rating for 2 nos. hot tap, all accessories, gaskets, fasteners etc. required to complete the job, inline with enclosed Drawing, cleaning and removal of the coating if required, Installation of the cutter housing, carrying out Hot tapping, fabrication and creation of temporary housing to housing bypass line of same size or one size lower pipe along with sandwich isolating valve at each end, stoppling, welding, radiography of weld joint etc. providing all assistance for Hot tapping, N2 testing ,insertion of the stopple plug and blocking flow in the pipeline section, Fabrication and laying of bypass line, installation of gas bags, installation of LOR plus plug, testing, air bleeding and filling the section with product, Clearing the area, machines, tools & tackles etc., completing the work in all respect with all materials, consumables, tools, tackles, labour etc. to restore normal operation in line with specification of hot tapping given including all material complete under close supervision and as per the direction of the Site-Engineer / Engineer-in-charge and as per specification. The rates are inclusive of all manpower, equipent, tools & tackles, consumable etc required to complete the job as per scope of work. The rates are exclusive of cold cutting of mainline & hookup work work which are included in the scope of service contractor as per scope of work."
1
17827034
-
2 CIVIL
-
-
-
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"]
203
180399
-
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]
15615
1333099
-
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).
14
2153362
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
45
47411
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
7
58911
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
407
37469
-
Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
-
-
-
All works upto plinth level
415
4380542
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
55954
6166141
-
Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
-
-
-
With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size).
1
18782
-
Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] :
-
-
-
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
36
14333
-
Providing and laying in position bitumen hot sealing compound for expansion joints etc. :
-
-
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
68.1
54766
-
Foundations, footings, bases of columns, etc. for mass concrete
784.96
295113
-
Centering and shuttering including strutting, propping etc. and removal of form for all heights :
-
-
-
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]
20
152832
-
1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
4
32343
-
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
146
1206151
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
20
179203
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
-
-
-
Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
443
364360
-
Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge.
161
1045623
-
Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.
100
12215
-
Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge :
-
-
-
In all kinds of soil
1095
262826
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
192
82082
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
122
314492
-
Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, 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.
102
55589
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with br ushes etc. 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.
81
55325
-
Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specific ations and directions of the Engineer-in-Charge.
327
425298
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 fine sand)
358
138378
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:4 (1 cement : 4 fine sand)
14
6065
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
181
54311
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.]
7
77389
-
Using Grade 'A' sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
63
274
-
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete :
-
-
-
New work (Two or more coats)
8
2280
-
Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.
5
16834
-
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge :
-
-
-
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
25
83076
-
Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of 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]
1
1940
-
Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge :
-
-
-
1000mm x 1000mm x depth up to 1200mm inner dimensions.
1
30597
-
750mm x 750mm x depth up to 1000mm inner dimensions
1
20263
-
600mm x 600mm x depth up to 750mm inner dimensions
1
15927
-
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction 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 steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]
2000
7268
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
450 mm dia R.C.C. pipes
5
15336
-
Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge.
1
102949
-
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)
50.5
115808
-
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]
301
1006999
-
Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge.
86
206940
-
Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
50
8324
-
Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansio n joints, etc. complete as per directions of the Engineer-in-Charge.
81
76534
-
Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge.
152
107931
-
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]
50
97004
-
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.]
3000
16390
-
Providing barricading of 3.0 m height made of 1mm thick G.S. corrugated sheet with steel angle post (ISA65x65x6) at every 1.5 m inte rval and steel angle bracings (ISA 50x50x6) at every 3.0m interval, embeding posts in cement concrete (1:2:4) padestals of size 450m m x 450mm x 750mm), providing necessary bolts, nuts, fixing, etc. including painting of steel sheet and angles with two coats of alu minium/ synthetic enamel paint over a coat of red oxide zinc chrome primer, inclusive of cost of all labour, material, tools, tackle s, etc. complete in all respects as per drawing, specifications and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific approval of the Engineer-in-Charge].
460
1420431
-
Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately].
-
-
-
Cement concrete prepared with batch mixing machine
38
438980
-
Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
469
1914
-
Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete :
-
-
-
100 mm diameter
27
11298
-
Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5 0 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior pe rmission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to d ismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] :
-
-
-
Bituminous Road
70
28330
-
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.
340
70342
-
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)
100
21737
-
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engineer-in-Charge . [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-i n-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work]
300
341854
-
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.
30000
265146
-
As per item above but for plain sheets of similar material for ridge capping pieces at apex of skylights/ hips including notching, t uming down of edge of capping between ribs etc. all compete.
35
56827
-
Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
0.5
707
-
G.S. Sheet
150
24132
-
Providing and fixing factory formed rainwater gutters (as per AS-2179) made of the same material used for roofing i.e. 0.45 mm BMT ( Base Metal Thickness) Hi-Tensile Steel with minimum 550 MPa Yield Strength coated with hot dip metallic zinc-aluminium alloy coating "ZINCALUM AZ-150" or equivalent (as per AS:1397), with super polyester Colorbond XRW quality paint coat as per AS/ NZS:2728 (Catego ry-3) of approved colour, having girth as per design complete in all respect with all necessary supporting straps, joining material, bolts, nuts, washers, sealing material, including cutting holes, making drop ends, funnels etc. or as directed by the Engineer-in-C harge. [Note: Measurement shall be done on as laid length].
8
12363
-
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 cutt ing to required size, welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves, etc. including pre paration of detailed fabrication drawings & submitting to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with epoxy mastic 100 micron, MIO 100 micron, 2 coats of Polyurethane (PU) with 50 micron in each coat over a c oat of EPILUX 610 primer of M/s BERGER or (for coastal area) any other approved equivalent make as per manufacturer’s recommendatio ns, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and dir ections of the Engineer-in-Charge. (excluding the cost of concrete work).
8.7
1326647
-
Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs].
243
445373
-
450 mm dia. R.C.C. pipe
50
91910
-
Columns, Pillars, Piers, Abutments, Posts and Struts
9.72
9412
-
Supplying & fixing Pigeon Protection net of mesh 15 mm x 15 mm & Gauge SW14 in sheds including specials required for bolting with ti e members of truss, painted with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engine er-in-Charge.
125
154749
-
60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
275
321134
-
Neat cement punning.
50
4141
-
Brick work with modular extruded brunt fly ash clay bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement mortar 1:4
61
528207
-
3 ELECTRICAL
-
-
-
Erection, installation, testing and commissioning of tariff metering and equipments including connection of cables as per respective State Electricity Board guidelines.Outdoor CTs (single phase)
3
20948
-
Erection, installation, testing and commissioning of tariff metering and equipments including connection of cables as per respective State Electricity Board guidelines.Metering Panel
1
6404
-
GI CABLE TRAY: Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover 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.
11420
2546753
-
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
90
88260
-
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.
450
454881
-
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.
30
84686
-
HT CABLE JOINT: Making straight-through joint on 6.6 / 11 KV Aluminium/Copper XLPE/PVC insulated armoured screened cable, including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem / M-seal / 3M), materials, l abour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: For cables of size upto 3 core x 400 sqmm
4
180769
-
LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: Power cables LT : OD upto 20 mm
10
55413
-
LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: Power cables LT : OD above 20 mm and upto 40 mm
5
33768
-
HT Cable Termination (6.6/11 KV) - Supply, termination and connection of XLPE cable termination kit (indoor type), heat shrinkable s leeve type of Raychem/M-Seal/CCI make with all accessories, including cutting (tools and accessories for termination should meet the selected standards), stripping of cable insulation providing copper cable end lugs and cable glands as required, restoration of ins ulation, supplying and providing the cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, Isol ators, transformer, DG,MLPU/Booster pump motors etc., earthing of armouring, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: HT Cable of size above 3Cx240 sq. mm
40
1116189
-
EARTH ELECTRODES: Supplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings,specifications and directions of the Site En gineer, Including the cost of all labour, tools, materials etc. complete in all respects.
10
186301
-
EARTHING SYSTEM SET (03 PITS): Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes ea rthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover an d frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete a s per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for fie ld instruments shall be provided from Station earth grid covered in Electrical SOR.)
1
75710
-
EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes g routing of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc . and as per direction of EIC / Site engineer.
20
36751
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: 50 mm X 6 mm G.I. earthing strip
1500
504556
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: 40 mm X 5 mm G.I. earthing strip
500
117681
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: GI wire (8 SWG)
1500
113156
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: Copper cable as per specifications - 1 00 Sq.mm
200
482608
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: Copper cable as per specifications - 1 0 Sq.mm
500
112731
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge: 25 mm
100
54016
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge: 50 mm
100
112954
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge: 100 mm
100
209197
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge: 150 mm
100
486694
-
Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S .458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawing and the direction of the EIC/Site Engineer: 300 mm dia
100
313682
-
Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable t ype, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in eac h module to be installed as per instruction of Engineer in charge/ site engineer: Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mm outer dia
20
485505
-
Factory built Floor mounted Packaged Air conditioning units: Supply, installation, testing and commissioning of Factory built Floor mounted Precision type Packaged Air conditioning units of approved make and model as per Technical Specifications attached, comprisi ng of variable Scroll compressors, DX evaporator coil with cross hatched high efficiency copper tubes, electronic expansion device & distributor, DIDW/DX centrifugal Imported blower with 3 phase drive motor, air-cooled condenser suitable for 50 deg C ambient tempe rature etc. Each package unit with not less than 550 CFM(Cubic feet per minute)/TR complete with microprocessor control. Each Evapo rator unit shall be with Variable Capacity Scroll compressors, controls such as contactors, over load protector for all motors, HPLP cutouts, single phase preventor, evaporator coil, evaporator fan complete with EC motor, humidifier & de-humidifier, insulated drai n pan assembly, electronic expansion valve, refrigerant filter drier with shut off valves and dry-fabric cleanable type filter. Con densing unit shall comprise of condenser coil and condenser fan motor etc. The evaporator unit and condensing unit will be factory a ssembled in a compact heavy gauge steel cabinet, duly painted, complete with all materials, labour, tools, tackles, consumable etc. , including pressure testing & charging of refrigerant gas/ oil, fixing of isolation valves, catchall drier/filter, Canvass connecti on, Machine outlet dampers, Vibration isolation pads, lifting-shifting & positioning at appropriate location (minimum configuration n Working + 1 Stand-By total n+1 unit). Detail calculation for ariving at value "n" is to be submitted for approval from the AC manu facturer. Tentative required data is given in the technical specifications. Precision Package type Air Conditioning Units (Min. 26 TR each).
2
3895754
-
Hard Drawn refrigerant Copper pipingSupply & installation of Hard Drawn refrigerant Copper piping (16 / 19 guage) with necessary ins ulation to interconnect indoor and outdoor units.
500
1239826
-
GI DUCTING - Supply, Fabrication, installation and testing of sheet metal ducting complete with flanges. While taking duct measureme nts, vanes, collars, etc., will also be measured and accounted for. 24 guage
500
170881
-
DUCT THERMAL INSULATION: Duct Thermal Insulation with aluminium foil faced Nitrile rubber of 9 mm thickness.
500
762179
-
Supply, installation, testing and balancing of aluminum powder coated grilles/Diffusers (as required based on site feasibility): Ext ruded Aluminium Powder coated supply / return air grilles with Volume control dampeners.
250
1341350
-
Supply, installation, testing and balancing of aluminum powder coated grilles/Diffusers (as required based on site feasibility): Ext ruded Aluminium Powder coated supply / return air grilles without Volume control dampeners.
250
1579247
-
VOLUME CONTROL DAMPERS: The volume control shall be made out-off 16G Galvanized sheet blades, with 16G Galvanized sheet frame, Galva nized steel linkage, with flange on both sides, with manual adjustment handle.
250
1117932
-
Drain piping: Supply & Installation of PVC insulated 40 mm dia drain piping.
250
68242
-
Drain piping: Supply & Installation of PVC insulated Condensate 32 mm dia drain piping.
250
61003
-
Duct Accoustic Lining: Supply & installation of 25 mm thick fibre glass (density 32 Kg/cbmt) covered with RP Tissue paper for therma l insulation.
250
242510
-
MS Stands for mounting of Outdoor Units: Supply & Installation of MS Stands for mounting of Outdoor Units.
2
10911
-
Electrical armoured cabling for Indoor Units & Outdoor Units: Supply & Laying, termination, connection of interconnecting electrical armoured cabling for Indoor Units & Outdoor Units.
500
255051
-
Insulation: Under dake Insulation with Fire resistence TF Quality Poly Styrene 50mm thick ( density 32 Kg/cum ) Fire resistant type.
250
168586
-
Bare Fire Control Damper: Bare Fire Control Damper for SA & RA Duct
250
1255003
-
Room Accosutic Lining: Room Accosutic Lining with 50 mm thick fibre glass density 32 Kg/cum ) covered with RP tissue paper.
250
89538
-
Pressure Testing & Charging of Refrigerant Gas: Pressure testing and charging of refrigerant gas
250
691786
-
Construction of shallow foundation with M20 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth complete with all materials and labour as per instruction of Site Engineer/EIC. Design of foundation shall be provided by IOCL. Piling work if required as per soil strata in foundation of high mast is not covered in this scope of work and shall be taken up separately.
-
-
-
For 20 M Height High Mast Tower
1
175712
-
4 T&I
-
-
-
Taking delivery, shifting within a road distance of 500 meters and installation & testing of the following instruments (pressure Gauge, Pressure Switch, Pressure Transmitter, flow meters, density meters 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 suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control 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 be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope shall include providing assistance in testing and commissioning of the instruments along with loop checking and providing assistance to control system vendor
-
-
-
INSTALLATION OF PI/ PT / PS: Installation, assistance in testing and commissioning of Pressure Indicator (PI)/ Pressure Transmitter (PT) including remote seal type PT/ Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings.
29
337085
-
INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of thermowell, temperature elements & temperature transmitter(TT) by making necessary holes on the pipes, welding the socket for thermowell on the pipe including supply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings.
1
10127
-
INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounting 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.
1
13320
-
INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fabrication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as pervendors drawing and direction of the site engineer. Mounting of junction box if any, supply of non flame proof cable glands for paneland MCC end. The works includes tagging, labelling, glanding andferruling at both panel and field ends.
1
27213
-
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 and control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour ,tools, materials, glanding, ferruling etc. complete in all respects.
13
90047
-
INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.
10
77148
-
Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTU end, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications.
4
22921
-
INSTRUMENTATION JOBS FOR MAINLINE MOTOR DRIVEN PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level switches etc on the already erected mainline pumping unit. Supply, fabrication and erection of all pipe fittings as required such as pressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in electrical feeders of mainline pumping units as per the direction of Site Engineer/Engineer in-charge. Job include installation of local control system for force feed lubrication system & associated instrumentation and job shall be complete in all respect including cost of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts, supply of suiatable size flameproof cable glands and termination of related cables at field, control panel and VFD panel ends as per scope, mounting of junction boxes, loop testing, cement concrete, painting, labelling, glanding, tagging, ferruling at both the ends etc. The work includes providing assistance to control system vendor, VFD vendor and M/L pumping unit vendor in commissioning of mainline pumping unit..
3
357175
-
INSTALLATION OF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, control/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all respects.The indicated quantity is cumulative weight of panels.
2000
89514
-
STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner's go down and shifting to site wherever required.
1500
280952
-
INSTRUMENTATION JOBS FOR DISMANTLING OF UNIT CONTROL PANEL / INTERFACE PANEL FOR ENGINE DRIVEN MLPU Dismantling of UCP / IFP, location control panels for engines, preparation of proper documentation before dismantling the instruments/protective devices, de-energisation of power supply, air supply, disconnecting power/control cables and packing the same for ready shifting to other location for installation at the other station. Job shall be complete in all respect including cost of all labour, consumables, tools, services rendered etc. removal of cables, removal of pneumatic tubes, connectors etc. proper packing of the UCP / IFP panel, preparation of packing list etc. complete in every respect for shifting of the UCP. All labour, tools, tackles, etc. packing material etc. shall be vendor's scope.
1500
79667
-
Dismantling of Mainline engine/pump mounted instruments and the instruments mounted on the other auxiliaries like fuel forwarding module etc. Preparation of proper documentation before dismantling the instruments/protective devices, de-energisation of power supply, air supply, disconnecting power/control cables , dismantling all instruments/devices such as pressure valves, temperature valves, RTDs, thermocouples, vibration switch / detector, level switches, temperature & pressure gauges etc and other protective devices of engine/pump, DST ,JWT and its auxiliaries in a safe and professional manner without causing any physical and functional damage to instruments as per technical specifications and directions of site engineer/ engineer-in-charge. Job includes proper plugging of the tubes / instrument tapings from where the instruments are removed including supply of the require connectors. Job includes packing, tagging & shifting to safe location within the premises. (1LS mean per MLPU)
3
267161
-
CSW Supply Items: Gauridad
-
-
-
1 MECHANICAL
-
-
-
24", WNRF FLANGE, ANSI - 600# (B 16.5)
35
4024767
-
2" WNRF 600#
70
66493
-
1" WNRF 600#
8
5871
-
4" WNRF 150#
8
9912
-
2" WNRF 150#
20
11705
-
1" WNRF 150#
8
2756
-
24" BLRF 600#
1
134883
-
2" BLRF 600#
5
3899
-
1" BLRF 600#
2
679
-
4" BLRF 150#
4
4790
-
2" BLRF 150#
4
1746
-
1" BLRF 150#
2
469
-
24" SWMG ANSI 600#
34
81002
-
20" SWMG ANSI 600#
3
5352
-
16" SWMG ANSI 600#
3
3734
-
2" SWMG ANSI 600#
70
16685
-
1" SWMG ANSI 600#
6
764
-
4" SWMG ANSI 150#
6
1331
-
2" SWMG ANSI 150#
20
2336
-
1" SWMG ANSI 150#
8
575
-
Fasteners for Flanges 24" x 600# (1.875" Dia. X 14.25" Length)
816
1212265
-
Fasteners for Flanges 2" x 600# (0.625" Dia. X 4.75" Length)
560
64758
-
Fasteners for Flanges 1" x 600# (0.625" Dia. X 4.00" Length)
28
2511
-
Fasteners for Flanges 4" x 150# (0.625" Dia. X 4.00" Length)
48
3681
-
Fasteners for Flanges 2" x 150# (0.625" Dia. X 3.75" Length)
80
5380
-
Fasteners for Flanges 1" x 150# (0.500" Dia. X 3.00" Length)
28
1453
-
4" x2" ANSI 150# Un Equal Tee
20
37736
-
4" x 1" ANSI 150# Un Equal Tee
2
3773
-
2" x 1" ANSI 150# Un Equal Tee
3
1954
-
24" x 600# Equal Tee
8
217053
-
2" ANSI 600# Equal Tee
5
2342
-
1" ANSI 600# Equal Tee
6
2647
-
24" 600# 90 deg LR Bend
15
355610
-
2" 600# 90 deg LR Bend
40
24449
-
4" x 150# 90° LR Bends
10
10443
-
2" x 150# 90° LR Bends
12
2690
-
1" x 150# 90° LR Bends
25
2861
-
4" x 150# 45° LR Bends
4
2336
-
2" x 150# 45° LR Bends
4
915
-
1" x 150# 45° LR Bends
4
457
-
24" ANSI 600# 45 deg LR Bends
2
23701
-
4"x2" x Concentric Reducer X 150#
6
3469
-
2"x1" x Concentric Reducer x 150#
6
1543
-
1" 3000 Class St. NIPPLE
7
1528
-
1" 3000 Class HALF COUPLING
14
3039
-
24"x2" X 600# Weld-o-let
40
115309
-
4.500" ODx 0.237" WT (Sch.STD) ASTM A 106 Gr B Bare Pipe
100
344914
-
2.375" ODx 0.218" WT (Sch.XS) ASTM A 106 Gr B Bare pipe
70
117209
-
1.315" ODx 0.179"WT (Sch.XS) ASTM A 106 Gr B Bare pipe
70
53277
-
2"x ANSI 150# HOV F/F API 6D Ball
6
163739
-
2"x ANSI 600# HOV F/F API 6D Ball
15
615871
-
2"x ANSI 600# HOV W/W A/G API 6D Ball
28
1264589
-
1" x 800# Ball valve HOV W/W BS 5351/ ISO 17292
16
240115
-
1" x 1" 600# x150# F/F TRV
7
148481
-
2 CIVIL
-
-
-
3 ELECTRICAL
-
-
-
Supply of all necessary tarrif metering and equipments to be mounted at receiving end of supply in the switchyard and should consist of following:-1 phase Outdoor type CTs of ratio and rating as per respective State Electricity board guidelines.
3
201660
-
Supply of all necessary tarrif metering and equipments to be mounted at receiving end of supply in the switchyard and should consist of following:-Metering panel as per the requirement of respective State Electricity board. Cost of meter is not included in this it me.
1
228466
-
SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: RUBBER HAND GLOVES: Rubber hand gloves suitable for 11/6.6 KV operation with ISI mark.
1
3585
-
SAFETY EQUIPMENT - Supplying the following Safety Equipment as per directions of Site Engineer / Engineer-in-Charge complete in all respects including transportation charges: Supply and installation of 11/6.6 KV Discharge Rod
1
10341
-
INSULATING MATS - Supply & installation of 2000 mm X 1000 mm and of thickness as mentioned below, approved quality insulating Elasto mer mats as per specifications: Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B)
20
62870
-
Flameproof DB: Supply of the flameproof (Ex'd) and weatherproof (Minimum IP-65) Distribution Boards (with Spares) made up of Cast Al luminium Alloy LM-6 with 125 A, TPN busbar, 01 no. 100 Ampere, 4 Pole MCCB suitable for termination of cable of size up to 3.5Cx50 sqmm, Aluminium Armoured cable. 01 additional spare entry suitable for 3.5CX50sqmm cable size shall be provided, which shall be plug ged with flameproof and weatherproof entry plug. 09 Nos. 32A, 3 Pole/TPN MCBs suitable for termination of 3C x 10 sq.mm., Armoured c able, Breaking capacity of MCB shall be 10 kA for 1 Sec and shall be C-curve application suitable for motor duty. It shall be certif ied for application in Zone-I, Gas Group IIA & IIB, Temp class T3 and shall be of approved make as mentioned in the technical speci fications. The item includes supply of flame proof double compression cable glands of nickel plated brass material for each cable en try 01 no. for cable entry of size up to 3.5C x 50 sq.mm., 02 no for 3.5 C x 25 Sq mm cable, 09 no. for 3Cx10 sqmm, Aluminium armour ed cable. Cable dimensions shall be provided at drawings approval stage. Supply shall be as per technical specifications of flamepro of DB attached with supply specifications.
1
123398
-
4 T&I
-
-
-
Control Cables, Signal Cables and OFC
-
-
-
SIZE: 40C X1.5 SQMM (SAP CODE - 7778323004)
4300
2998429
-
SIZE: 12C X1.5 SQMM ( SAP CODE- 7778320354)
4400
1123964
-
SIZE: 4C X1.5 SQMM ( SAP CODE - 7778320764)
900
91555
-
SIZE: 5P X1.5 SQMM (SAP CODE:7780700764/7780540254)
400
102980
-
SIZE: 2P X1.5 SQMM [SAP CODE:7780560664]
2800
333935
-
Size:1 TriadX1.5 sqmm [ SAP Code: 7780740534]
300
25516
-
Size:8 TriadX1.5 sqmm [ SAP Code7780740554]
1800
906990
-
Copper LT Cables FRLSH . 1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density40%
1500
167335
-
12 Fibre Single Mode Armoured Optical Fibre Cable as per Technical Specifications SAP material code: 9320712494
1500
50905
-
F&G AND PROCESS INSTRUMENTs
-
-
-
IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. (To be supplied along with Flameproof field mounted surge arrester)
3
231766
-
IR Based explosion proof & weather proof (Open Path type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. (To be supplied along with Flameproof field mounted surge arrester)
1
388922
-
Calibration kit for Point type Hydrocarbon detectors with gas cylinder, regulator, hose pipe, flowmeter etc. along with required accessories complete in all respect.
1
22595
-
Calibration kit for Open Path Hydrocarbon detectors along with requisite filters and accessories complete in all respect.
1
48667
-
Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2 as per the technical specifications attached in the Tender.
2
13243
-
Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender.
10
57786
-
Pressure Transmitters with Cable glands Range max (0 to 20 kg/cm2); Smart type; accuracy 0.075% or better, 2" Direct Mount, Flush Flanged, Diaphragm Seal type with Flushing/Calibration rings, needle valves and plugs.
2
215841
-
Pressure Transmitters with Cable glands Range max (0 - 100 kg/cm2); Smart type; accuracy 0.075% or better, 2" Direct Mount, Flush Flanged, Diaphragm Seal type with Flushing/Calibration rings, needle valves and plugs.
7
755445
-
Temperature Transmitter with duplex RTD, Thermowell & Cable glands, Range max (0 to 100 0C ) Smart type; accuracy 0.1% or better Installation: Transmitter 2" pipe mounted; RTD in thermowell on process pipe above ground installation.
1
26882
-
Pressure switches with junction box & cable glands suitable for low pressure side with 2" Flanged Isolation valve with calibration arrangement, set point 0 Kg/cm2 to 20 Kg/cm2. Proof Pressure: 200 Kg/cm2.
2
152733
-
Pressure switches with junction box & cable glands suitable for high pressure side with 2" Flanged Isolation valve with calibration arrangement, set point 22 Kg/cm2 to 70 Kg/cm2. Proof Pressure: 200 Kg/cm2.
6
480230
-
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 Junction as per technical specifications.
8
64132
-
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.
5
22794
-
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.
1
2799
-
Supply of additional Cable Glands - flame proof and weather proof including EP/WP certificates:
-
-
-
1 1/4" (5/4")
10
4875
-
1"
10
3100
-
1/2"
10
1262
-
Supply of additional Plugs - flame proof and weather proof including EP/WP certificates:
-
-
-
5/4"
10
896
-
1"
10
867
-
1/2"
10
426
-
Supply of Reducers - flame proof and weather proof including EP/WP certificates:
-
-
-
1" to 1/2" Reducers
10
2977
-
1" to 3/4" Reducers
10
3460
-
3/4" to 1/2" Reducers
10
2538
-
Industrial media converters / Line Interface units (LIU) compatible to Owner supplied single mode 24 fibre OFC & supply of patch cords, 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)
4
249386
-
Cat 6 UTP (LAN) Networking Cable as per tender specifications
305
8626
-
Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications
2
33410
-
CSW Service Items: Gauridad
-
-
-
1 MECHANICAL
-
-
-
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 material s etc from designated storage location within the Pump Station, shifting and placing the equipments in the pre-constructed foundatio n, carrying out levelling and grouting, aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, f ittings, interconnecting piping etc., providing assistance for carrying out trial run of motor on no load, coupling the electrical m otor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respect s 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 & In strumentation connections are not included in this item. 3. Weight of equipment is indicative only, Payment shall be done based on a ctual weight of equipment. 4. Grouting material shall be supplied by owner.
96
8400618
-
Above ground process piping, 24" OD x 0.375"/ 0.438"/ 0.500" WT APL 5L Pipe: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges , spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrica tion 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,concentric/eccentric reducers, y-type strainers, drain funn els, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above groun d at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of d ifferent pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs suc h as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the ow ner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Si te Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
150
1730706
-
Above ground process piping, 20" OD x 0.375"/ 0.438"/ 0.500" WT APL 5L Pipe: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges , spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrica tion 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,concentric/eccentric reducers, y-type strainers, drain funn els, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above groun d at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of d ifferent pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs suc h as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the ow ner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Si te Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
10
108406
-
Above ground process piping, 16" OD x 0.250"/ 0.281"/ 0.375"/ 0.438" WT APL 5L Pipe: Taking delivery & transporting of pipes from de signated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and ins talling pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,concentric/eccentric reducers, y-type strainers, dr ain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing abo ve ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe l ine of different pressure ratings, flushing pipes by water after cleaning by compressed 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 in puts such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken b y the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructio ns of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
10
91957
-
Above ground process piping, 4 NPS 4.5" OD x 0.237"/0.337" WT ASTM A106/ A333/ A53 Pipe: Taking delivery & transporting of pipes fro m designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, s teel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to s ite, 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,concentric/eccentric reducers, y-type strainers , drain 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 line instruments etc., welded and threaded pi pe line of different pressure ratings, flushing pipes by water after cleaning by compressed 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 al l inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under tak en by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instru ctions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
50
170746
-
Above ground process piping, 2 NPS (2.375" OD x 0.218"/ 0.344" WT) ASTM A106/ A333/ A53 Pipe: Taking delivery & transporting of pipe s from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittin gs, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, weldin g and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,concentric/eccentric reducers, y-type stra iners, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., insta lling above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and thread ed pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each se ction to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providi ng all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically unde r taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and i nstructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
60
86022
-
Above ground process piping, 1 NPS (1.315" OD x 0.179"/ 0.250" WT) ASTM A106/ A333/ A53 Pipe: Taking delivery & transporting of pipe s from designated stock pile location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittin gs, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, weldin g and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,concentric/eccentric reducers, y-type stra iners, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., insta lling above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and thread ed pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each se ction to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providi ng all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically unde r taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and i nstructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD.
60
60888
-
Under ground process piping, 24" OD x 0.375"/ 0.438"/ 0.500" WT APL 5L Pipe:Taking delivery of bare Pipes, pipe fittings, steel flan ges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabri cation and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating , trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of d ust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ li quid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing afte r cleaning by 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 consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contra ct) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item are for refere nce only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separately as per relev ant SOR item.
80
1051238
-
Under ground process piping, 4 NPS 4.5" OD x 0.237"/0.337" WT ASTM A106/ A333/ A53 Pipe:Taking delivery of bare Pipes, pipe fittings , steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding , excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe f ittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping fo r instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing con necting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints , Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possibl e) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeric ply urethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by water f lushing after cleaning by compresed air,hydrostatic testing of each section to the specified pressure, draining the water, tie-in, b ack filling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, materia ls equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner unde r the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the item ar e 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.
100
362260
-
Under ground process piping, 2 NPS (2.375" OD x 0.218"/ 0.344" WT) ASTM A106/ A333/ A53 Pipe:Taking delivery of bare Pipes, pipe fit tings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the sa me to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and we lding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of p ipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tappi ng for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawin g connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe J oints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not po ssible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeri c plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by wa ter flushing after cleaning by 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, ma terials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the it em are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separa tely as per relevant SOR item.
30
55401
-
Under ground process piping, 1 NPS (1.315" OD x 0.179"/ 0.250" WT) ASTM A106/ A333/ A53 Pipe:Taking delivery of bare Pipes, pipe fit tings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the sa me to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and we lding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of p ipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tappi ng for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawin g connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed steel surfaces of Bare Pipes, Pipe J oints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not po ssible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) using 100% solvent free elastomeri c plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coating, cleaning of coated pipes by wa ter flushing after cleaning by 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, ma terials equipment and consumable necessary to perform the work (other than those specifically undertaken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickness and Grade mentioned in the it em are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ epoxy coating shall be done separa tely as per relevant SOR item.
20
33960
-
Swing check valve, 24", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location with in station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including ear th work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above gro und valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicab le) including all inputs, 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 an d instructions of the Site Engineer / EIC.
1
39566
-
Swing check valve, 24", 600#/900#, W/W: Taking delivery of valves of all types and pressure rating from the designated location with in station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including ear th work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above gro und valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicab le) including all inputs, 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 an d instructions of the Site Engineer / EIC.
4
189923
-
API 6D Ball Valve, 24", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location with in station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including ear th work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above gro und valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicab le) including all inputs, 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 an d instructions of the Site Engineer / EIC.
9
427327
-
API 6D Ball Valve, 2", 150#/300#, F/F: Taking delivery of valves of all types and pressure rating from the designated location withi n station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including eart h work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above grou nd valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicabl e) including all inputs, 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 the Site Engineer / EIC.
6
21579
-
API 6D Ball Valve, 2", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location withi n station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including eart h work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above grou nd valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicabl e) including all inputs, 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 the Site Engineer / EIC.
15
59348
-
API 6D Ball Valve, 2", 600#/900#, W/W: Taking delivery of valves of all types and pressure rating from the designated location withi n station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including eart h work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above grou nd valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicabl e) including all inputs, 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 the Site Engineer / EIC.
30
142449
-
1", 600#/800#/900#/1500#, W/W: Taking delivery of valves of all types and pressure rating from the designated location within statio n premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work i n excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valve s, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) inclu ding all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completi ng the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instruc tions of the Site Engineer / EIC.
16
37986
-
Control Valve, 24", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location within s tation premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth w ork in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and com pleting the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and in structions of the Site Engineer / EIC.
1
47876
-
Globe Valve, 24", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location within sta tion premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth wor k in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground va lves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) in cluding all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and compl eting the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and inst ructions of the Site Engineer / EIC.
1
47876
-
1" X 1" F/F Thermal Relief Valve : Taking delivery of valves of all types and pressure rating from the designated location within st ation premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth wo rk in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground v alves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portions (if applicable) i ncluding all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and comp leting the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and ins tructions of the Site Engineer / EIC.
7
16478
-
24" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engine er together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as ma y be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, input s, etc. and providing all 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 inspect ion as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gi rth 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 pa rticle 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 a long with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
150
976509
-
20" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engine er together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as ma y be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, input s, etc. and providing all 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 inspect ion as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gi rth 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 pa rticle 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 a long with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
3
17218
-
16" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Engine er together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as ma y be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, input s, etc. and providing all 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 inspect ion as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gi rth 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 pa rticle 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 a long with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
3
10301
-
4" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Enginee r together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs , etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the b asis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspecti on as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gir th weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch p ipe 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 par ticle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films s hall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files al ong with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
50
71626
-
2" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Enginee r together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs , etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the b asis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspecti on as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gir th weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch p ipe 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 par ticle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films s hall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files al ong with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
170
130991
-
1" NB Pipe Joints RT: Inspection of welding by Digital Radiography (CR) or by conventional film radiographic method on all types of piping including processing of images/ films and interpreting the results of weld quality and reporting the same to the Site Enginee r together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all pesonnel, labour, materials, equipment, consumable, inputs , etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i) Payment will be on the b asis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspecti on as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full gir th weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch p ipe 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 par ticle inspection as and where required shall be done at Contractors cost. vii) In case of conventional film radiography, all films s hall be digitised and submitted to EIC/ Site Engineer in USB drives. viii) In case of Digital/ Computed Radiography, native files al ong with image/ pdf files shall be submitted to EIC/ Site Engineer in USB drives.
80
47200
-
24" NB - Single Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, align ing with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, co nsumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water a nd its disposal.
2
54074
-
4" NB - Single Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligni ng with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, con sumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water an d its disposal.
2
10667
-
2" NB - Single Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligni ng with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, con sumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water an d its disposal.
2
6239
-
1" NB - Single Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping, trimming, grinding, bevelling the edges, aligni ng with/ without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, con sumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water an d its disposal.
2
4332
-
24" NB - Double Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming , grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining a nd welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include eva cuation of product from the piping section after isolating the section and flushing with water and its disposal.
1
33801
-
4" NB - Double Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining an d welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform a nd complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evac uation of product from the piping section after isolating the section and flushing with water and its disposal.
2
13350
-
1" NB - Double Cut Joint: Cutting (Hot/ Cold cutting) of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevelling the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining an d welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform a nd complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evac uation of product from the piping section after isolating the section and flushing with water and its disposal.
2
5378
-
Dismantling of structure- Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) of existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excavat ion work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pump station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC.
20
375027
-
Dismantling of Piping (Aboveground) and Equipment-Dismantling of existing above ground piping works of all types and sizes and engin e driven MLPU by opening flange joints or foundation bolt or by gas cutting/ cold cutting or any other approved suitable means witho ut damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes a s directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pr essure gauge, temperature gauge etc. handling, transporting and storing at owner's designated store in safe manner to avoid damage i ncluding supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including b ends tees etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the S ite engineer before dismantling of pipe. Certain redundant pipes which in the opinion of the Owner need not be retrieived, those ite ms shall not be dismantelled.
250
5358085
-
Dismantling the existing under ground piping, locating, retrieving including excavating the proper trenches by cutting the pipes wit hout damaging other portions of work. The job includes evacuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner's desi gnated store in safe manner to avoid damage including supply of all labour, materials, equipment consumables etc. necessary to perfo rm and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the line ar measurement of dismantled piping including bend, tees, reducers etc.). Note : The contractor shall indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe.Certain redundant pipes which in th e opinion of the Owner need not be retrieived, those items shall not be dismantled.
15
476749
-
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 document. Additionally, electronic copy of the documents shall also be furnished in USB drives to EIC/ Site Engineer
1
323390
-
Fasteners for Flanges 2" x 600# (0.625" Dia. X 4.75" Length)
1
222317
-
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
320
848844
-
Piping modification- Pipe size up to 2 inch NB : Carrying out modification in already fabricated and/ or erected pipe due to change in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edg e preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, ther mal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, i n line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by comp ressed 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 th e work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordan ce with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Enginner , Item covers only modification / rework jobs.)
6
3894
-
Piping modification-Pipe size 3 inch NB to 6 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to ch ange in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gaske ts & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet t ees, concentric/eccentric reducers, y-type strainers, drain 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, vesse ls, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and di spoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perfo rm the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in acc ordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte Eng inner, Item covers only modification / rework jobs.)
2
1276
-
Piping modification-Pipe size 8 inch NB to 28 inch NB: Carrying out modification in already fabricated and/ or erected pipe due to c hange in drawing or as required by site condition, taking delivery of pipe, pipe fittings, steel flanges, spiral wound metallic gask ets & fasteners from designated location within station premises, transporting the same to site, cutting of pipe and / or weld joint , edge preparation, bending, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, y-type strainers, drain 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, vess els, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning b y compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and d ispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perf orm the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in ac cordance with the drawings, specifications and instructions of Site Engineer / EIC. (Item is to be operated upon approval of SIte En ginner, Item covers only modification / rework jobs.)
4
2482
-
Hook up of new piping with existing process piping- 24" NB Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing piping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grindin g, beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding b oth the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labou r, materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruc tion of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the p iping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedu re.
2
64456
-
Hook up of new piping with existing process piping- 4" NB Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing p iping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding , beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding bo th the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour , materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruct ion of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the pi ping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedur e.
1
4981
-
Hook up of new piping with existing process piping- 2" NB Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing p iping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding , beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding bo th the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour , materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruct ion of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the pi ping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedur e.
2
5472
-
Hook up of new piping with existing process piping- 1" NB Piping: Isolating the section by closing the valve and providing positive isolation with the help of suitable plates / spectacle blind, Draing of the section, water flushing,Cutting of portion of existing p iping of required length by Cold cutting machine (to be arraged by contractor)/ Opening of WNRF/SORF/Blind Flange trimming, grinding , beveling the edges, adding spool piece of required length/ Tee of the corresponding pipe size, thickness, adjoining and welding bo th the pipe ends ,or welding WNRF to pipe and bolting it with spool pipe mating flange including supply of all inputs such as labour , materials, equipment, consumables etc. necessary to perform and complete the work in all respect as per specification and instruct ion of the Site Engineer / EIC. NOTE: i) This is a high precision work which is to be executing in minimum time so reduce operation downtime period taking all safety precautions. Before start of work firm planning to be done in consultaion with EIC/ Site Engineer and contractor should mobile all required resources before start of work. ii) The job also include evacuation of product from the pi ping section after isolating the section and flushing with water and its disposal. iii) Prior to start of work Party to prepare the complete scheme of hook up job and submit it to EIC/Site Engineer for approval and should carry out the job as per approved procedur e.
2
2735
-
2 CIVIL
-
-
-
3 ELECTRICAL
-
-
-
CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth upto 1.5 metres inclu ding shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and ma terials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge
450
357347
-
WBM ROAD / CONCRETE BREAKING: WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respec ts including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, spe cification and directions of Site Engineer / Engineer-in-Charge.
40
208134
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Power cables LT : OD upto 20 mm
10000
413236
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Power cables LT : OD above 20 mm and upto 40 mm
2750
163158
-
Cable Laying - Laying of all type of cables HT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Power cables HT
6500
929220
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Control cables (T&I) : OD upto 20 mm
15000
1368387
-
Cable Laying - Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cabl e racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and inst allation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all la bour, tools, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions o f Site Engineer / Engineer-in-Charge: Control cables (T&I) : OD above 20 mm and upto 30 mm
5000
523271
-
HT SWITCHBOARD (6.6/11 KV) - Erection, Installation including transportation from owner desginated location, testing and commissioni ng of HT Switch Board consisting of VCB's and other accessories including termination of all LT/control cables, installation on foun dation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / r elays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lugs, lab our, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (N ote: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board.): HT Switchboard with upt o 10 VCB
1
214527
-
HT SWITCHBOARD (6.6/11 KV) - Erection, Installation including transportation from owner desginated location, testing and commissioni ng of HT Switch Board consisting of VCB's and other accessories including termination of all LT/control cables, installation on foun dation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / r elays, relay coordination, CT, PT, Numerical Relay with basic features like O/C, E/F and additional protections etc., connection of 230 V Supply / battery bank 110 V DC supply, earthing of HT Switchboard, making all the interconnections/ outgoing/incoming LT power & control cable connections including making holes for cable entries as required with materials i.e. WP Cable glands, end lugs, lab our, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (N ote: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board.): Single VCB panel
3
64358
-
HT Motor (6.6/11 KV) - Installation, testing and commissioning of owner supplied, 3-Phase Squirrel Cage, HT induction Motors & Local speed Controller (if provided). The job includes execution of terminal connections with HT/LT power and control cables , earthing o f Motor / Local speed controller, armour of all the cables etc., with materials i.e. FLP/WP Cable glands, end lugs, labour, tools an d tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. (Note: Commissi oning assitance (Only Supervision) shall be provided by the supplier of the pumping unit.): HT Motor rating 1500 KW and above
3
508463
-
Variable Frequency Drives: Installation including transportation from owner desginated location, testing and commissioning of owner supplied Variable frequency drives on foundation channels including aligning, levelling, grouting etc., Making all the inter- connec tions with HT Breakers, hot standby PLC of VFD system & Motors for incoming/outgoing/ Power / control cables (All as applicable). Making holes for cable entries, if required and blinding the spare cable entry holes, with materials i.e. WP Cable glands, end lugs , earthing of VFD board, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engin eer / Engineer-in-Charge. (Note: Commissioning assistance (only supervision) shall be provided by supplier of the VFD.)
2
195692
-
415 V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (includi ng space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power ca bles, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, ar mour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips , labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.: Capacity a bove 1 KW and upto 2.5 KW
10
40746
-
415 V AC 3 phase / 230 V AC single phase motors - Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (includi ng space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power ca bles, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, ar mour etc. as per the drawings, erection manuals, and as per directions of Site Engineer. Job complete in all respects including the cost of supplying and installation of all the required FLP/WP cable glands, reducers, adapeters, end lugs, GI earthing wire / strips , labour, tools, materials, etc., as required in all respects for all types of motors/heaters/thermistors/actuators etc.: Capacity a bove 2.5 KW but upto 7.5 KW
1
5909
-
FLP & WP Distribution Board: Erection, installation including within site transportation, testing and commissioning of 415 V , Flam eproof distribution boards (FLP-DB) under scope of supply of bidder, assembling as required, installation on the already made founda tion channels, aligning, levelling, grouting, assembling, making all the inter connections /outgoing/incoming power & control cable/ bus duct connection including making holes for cable entries as required as per drawing, specifications and directions of the Site Engineer/Engineer-in-Charge including cost of all materials, tools labour etc. complete in all respect including termination of all power , control cables, installation of thermistor controller, internal wiring, earthing of FLP-DB panels, supply of cable glands et c. complete as per cable schedule, drawings etc.
200
18898
-
4 T&I
-
-
-
As built documentation for each station covering a) Control /signalling cable layout drawings, b) Cable trench details, c) Cable marker 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
1
154176
-
Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Engineer
2
17778
-
CSW Composite Items: Gauridad
-
-
-
1 MECHANICAL
-
-
-
Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commerc ial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddl e supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc. , sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour , materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.
12
1654879
-
Supplying at site, steel structural items such as steel plates, bars, fabrication of gratings by electroforged method, after comple te fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normany of size 810mm X 250mm for steps and 1200mm X 1 000 mm or 810mm X 1000 mm for platforms / walkways, or any size as advised by EIC. Placing gratings in a replaceable mannerbolting w ith base frame of ISA by suitable GI clamps and GI fasteners, including supply of all other inputs such as labour, materials, consum able etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC.
5
1162748
-
Supplying at site, GI structural items such as flat, bars, chequered plates, angles, beams channels, commercial quality pipes,bolts & nuts, washers, grouting bolts, fabrication and erection of various structures items including supply of all other inputs such as l abour, materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specificat ions and instructions of the Site Engineer / EIC.
1
246
-
External painting of piping and equipmant- Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or wi th power wire brush (wherever blast cleaning is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill sc ales etc., application of 1 coat x 50-75 microns 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) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consu mables, 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.
240
405259
-
PU/Liquid Epoxy Coating of under ground piping- Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive bla sting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying s ingle layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer / EIC.
190
553325
-
"15 Ton capacity EOT crane for Mainline pump shed. Length of Travel: (42+/-1)m; Span: (15+/-1)m"
1
8017934
-
"Supply Fabrication and Erection of temporary pump strainer: Supplying atsite, steel structural items such as steel plates / sheets, SSperforated sheet, SS wire mesh, square bar, and other requiredstructural steel items, cutting, grinding, we lding, brazing, soldering,fabrication of temporary pump strainer of different types and sizes as per the drawing, abrasive blast/pow er brush cleaning, priming andpainting the finished structures, erection of the strainer in the spool piece provided in suction of m ainline pumps at the time of commissioningincluding supply of all other inputs such as labour, materials,consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions ofthe Site Engineer / EIC .24"" Mesh Size 40 as per instruction of EIC/ Site Engineer."
6
497093
-
Up to 30 mm wide x 1 mm thick Copper strip
10
2714
-
30 - 50 mm wide x 1 mm thick Copper strip
50
22833
-
50 - 75 mm wide x 1 mm thick Copper strip
10
6761
-
Up to 30 mm wide x 3 mm thick Copper strip
10
7965
-
30 - 50 mm wide x 3 mm thick Copper strip
10
12956
-
2 CIVIL
-
-
-
Cement mortar 1:3 (1 cement : 3 coarse sand)
45
47411
-
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).
23.32
3586886
-
Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
-
-
-
Cement mortar 1:4 (1 cement : 4 coarse sand)
25.12
211408
-
Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specific ations and directions of the Engineer-in-Charge.
520
676316
-
15 mm cement plaster on the rough side of single or half brick wall of mix :
-
-
-
1:6 (1 cement : 6 fine sand)
783
302655
-
12 mm cement plaster finished with a floating coat of neat cement of mix :
-
-
-
1:4 (1 cement : 4 fine sand)
14
6065
-
6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
170
51010
-
6 mm cement plaster 1:3 (1 cement : 3 fine sand) finished with a floating coat of neat cement and thick coat of Lime wash on top of walls when dry for bearing of R.C.C. slabs and beams.
36
14333
-
Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
-
-
-
Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with br ushes etc. 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.
70
47812
-
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]
14455
1234066
-
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)
55.5
127274
-
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]
300.5
1005326
-
Extra for cutting reinforcement bars manually/ by mechanical means in R.C.C. or R.B. work as per direction of the Engineer-in-Charge . [Notes: (1) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-i n-Charge. (2) Payment shall be made on the cross sectional area of R.C.C. or R.B. work]
300
341854
-
Extra for scrapping, cleaning and straightening reinforcement from R.C.C. or R.B. work.
30000
265146
-
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"]
230.5
204838
-
Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
486.91
44826
-
Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
-
-
-
Bituminous Road
70
28330
-
Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the s ub grade and disposal of surplus earth with lead up to 50 metres.
340
70342
-
All works upto plinth level
477.35
5038679
-
Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] :
-
-
-
Thermo-Mechanically Treated bars of grade Fe-500D or more
62779.5
6918313
-
Providing and laying in position bitumen hot sealing compound for expansion joints etc. :
-
-
-
Using Grade 'A' sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
63
274
-
Painting road surface marking with adequate nos of coats to give uniform finish with ready mixed road marking paint conforming to IS :164, on bituminous surface in white/ yellow shade, including cleaning the surface of all dirt, scales, oil, grease and foreign mate rial etc. complete :
-
-
-
New work (Two or more coats)
8
2280
-
With cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm nominal size).
1
18782
-
Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
111.5
89668
-
Foundations, footings, bases of columns, etc. for mass concrete
839.8
315731
-
Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer's specifications & directions of the Engineer-in-Charge :
-
-
-
60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
275
321134
-
Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.]
7
77389
-
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]
30.15
230394
-
1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources)
4
32343
-
1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources]
189.6
1566344
-
Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete :
-
-
-
450 mm dia R.C.C. pipes
5
15336
-
Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge.
1
102949
-
Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge.
82
197314
-
Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive of all labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge :
-
-
-
1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources]
20
179203
-
Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor's density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, 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.
290
158048
-
Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
122
314492
-
Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge.
50
8324
-
Providing and filling bituminastic compound in 50mm thick x 150mm deep grooves around foundations, in floors, pavements and expansio n joints, etc. complete as per directions of the Engineer-in-Charge.
81
76534
-
Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge.
152
107931
-
Providing barricading of 3.0 m height made of 1mm thick G.S. corrugated sheet with steel angle post (ISA65x65x6) at every 1.5 m inte rval and steel angle bracings (ISA 50x50x6) at every 3.0m interval, embeding posts in cement concrete (1:2:4) padestals of size 450m m x 450mm x 750mm), providing necessary bolts, nuts, fixing, etc. including painting of steel sheet and angles with two coats of alu minium/ synthetic enamel paint over a coat of red oxide zinc chrome primer, inclusive of cost of all labour, material, tools, tackle s, etc. complete in all respects as per drawing, specifications and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific approval of the Engineer-in-Charge].
460
1420431
-
Columns, Pillars, Piers, Abutments, Posts and Struts
262.91
254599
-
Thermo-Mechanically Treated bars of grade Fe-500 D or more
6137
676298
-
Excavating, supplying and filling of local earth (including royalty) by mechanical transport up to all leads, also including ramming and watering of the earth in layers not exceeding 20 cm in trenches, plinth, sides of foundation etc. complete.
192
82082
-
In all kinds of soil
1499.95
360023
-
Earth work in surface excavation (not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge.
100
12215
-
Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion.
40
16104
-
Providing and laying 20 mm thick pre-cast cement concrete tiles of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 1 2.5 mm nominal thickness) grouted with cement mortar 1:3 (1 cement : 3 fine sand) mixed with 2% integral water proofing compund by w eight of cement over 12 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) finished neat etc. 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.
87.5
169211
-
Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with glass fibre matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufactured of density at 25°C, 0.87-0.89 kg/litre and viscocity 70-160 cps. Over the primer coat the layer of membrane s hall be laid using butane torch and sealing all joints etc., and preparing the surface complete. The vital physical and chemical par ameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 350/300 N/5 cm. ( b) Tear strength in longitudinal and transverse direction as 60/80N. (c) Softening point of membrane not less than 150°C. (d) Cold f lexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the aut horised applicator of the manufacturer of membrane.
94.34
63871
-
Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge.
233
1513231
-
Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
634.5
521865
-
Neat cement punning.
50
4141
-
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)
992
215640
-
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]
55.5
107675
-
Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead as per direction 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 steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]
2200
7995
-
Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 5 0 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior pe rmission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to d ismantling operations.(3) Adequate safety precautions shall also be taken care before commencement of any activity] :
-
-
-
Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately].
-
-
-
Supplying, erecting and fixing in position 600 mm wide Colour Bond Ridge Cap and corner flushing rolled from 0.5 mm TCT BHP Zincalum e AZ-150 High Tensile Steel (550 MPa Yield Strength) including fixing to sheets stiched by (4.8 mm x 16 mm) Hex Head stitch screws, with metal bonded EPDM washers all complete as per specifications and directtions of the Engineer-in-Charge.
101.6
155853
-
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.]
5000
27317
-
Cement concrete prepared with batch mixing machine
38
438980
-
Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"].
469
1914
-
Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE fo r reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg /metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge.
5
16834
-
G.S. Sheet
400
64352
-
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.
100
18326
-
NEW TECHNOLOGIES & MATERIALS:
-
-
-
Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge :
-
-
-
With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
25
83076
-
Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete :
-
-
-
100 mm diameter
27
11298
-
450 mm dia. R.C.C. pipe
50
91910
-
1000mm x 1000mm x depth up to 1200mm inner dimensions.
1
30597
-
750mm x 750mm x depth up to 1000mm inner dimensions
1
20263
-
600mm x 600mm x depth up to 750mm inner dimensions
1
15927
-
Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
0.5
707
-
Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design.
27.5
8611
-
Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete.
4
1288
-
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 including getting out the excavated soil and disp osal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :
-
-
-
In all kinds of soil
107
35630
-
In Ordinary rock
10
5914
-
Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m.
82
23772
-
Lintels, beams, plinth beams, girders, bressumers and cantilevers
6
4371
-
Providing and fixing glass strips (40 mm wide & 4 mm thick) in joints of cement concrete floors.
50
4959
-
Designing, providing, fabricating and fixing profiled sheeting 730-1020 mm cover width, 28-30 mm crests @ 186-333 mm centre to centr e, manufactured out of 0.45 mm BMT (Base Metal Thickness) Hi-Tensile Steel (Minimum yield strength of 550 MPa) coated with hot dip m etalic galvalume/ zincalume coating AZ-150 or equivalent as per AS:1397 and super polyster XRW quality paint coat as per AS/ NZS2728 (Category-3) of approved colour for roofing, cladding, gutters, rainwater pipes, spouts etc. The total mass of the coating on both sides shall be 150 gms/sqm (Zinc 45%/ Aluminium 55%). The total paint coat thickness shall be 35 microns, comprising of 20 microns e xterior coat of super polyster XRW on top surface and 5 micron super polyester on back surface over 5 micron primer coats on both su rfaces including side and end laps. The sheets shall have wide pans with 2-3 stiffening ribs for effective water shedding and specia l male/ female ends with full return legs on side laps for purlins support and anti-capilary flute in side lap. The sheets shall be fixed using polymer coated hot dip galvanised hex head self drilling fasteners as per AS:3566 (Class-3) on each crest of sheets for connection with purlins and polymer coated hot dipped stitching fasteners at 300 mm c/c on all sides and end laps, etc. Approved sea ling tapes shall be used on side laps and end laps of sheets and closer to be provided at the last end of sheet. The measurement sha ll be based on per unit of finished/ laid area. Item to include curved sheets also wherever required. The Contractor shall give mini mum 10 year guarantee for the sheets against deterioration, disintegration, loss of lustre, variation in colour, etc. and leakages a cross laps, fasteners etc. The Contractor is to submit design and shop drawing for approval on the sheet profile, design and details before installation :
-
-
-
Roof, side cladding, gable end cladding, gutters, rainwater pipes/ spouts etc. [Note: The area of sheet coverings shall be measured on the flat surface i.e. without allowance for laps and ribs].
410
751452
-
Extra for marking of structural steel work required to be re-erected.
5000
22715
-
Dismantling roofing including ridges, hips, valleys and gutters etc., and stacking the material within 50 metres lead of :
-
-
-
Design, Fabrication, Transportation, Supply, Installation, Erection and Fixing of factory finished custom designed Cold Formed Light Gauge Steel Framed Pre-Engineered Building as per Technical Specifications comprising of: (1) Cold Formed Members such as Columns, Rafters, Crane Beams, FOs, Purlins, Girts, Eave Struts, C-Sections, etc. (2) Eave Gutter & Down take Pipes - 0.50mm thick coated wit h Silicon Modified Polymer (3) Hot Rolled sections and all necessary connections, plates, etc. (4) Mezzanine Floor System (5) Anchor Bolts (6) Connection Bolts (7) False Ceiling Anchorage Arrangements. (8) Accessories like Heavy Duty Tension Ties, Light Duty Hold- ons, Twist Straps (to connect truss with wall frames), Strong Tie, Tie Rod, H-Brackets, Boxing Sections, L-Shaped Angles, Hill Side Washers, etc. for better structural stability. [Notes: (1) Pre-Engineered Building shall be designed as per IS:801 using commerciall y available software such as Frame CAD Pro-11.7/ STAAD PRO-V8i/ Architek V2.5.16/ Revit Architecture-2011 or equivalent. (2) The sco pe of item also includes design of foundation for PEB and submission of design details along with detailed drawings for approval of the Engineer-in-Charge. (3) The quantity indicated herein is tentative and may vary depending upon the approved design of PEB. (4) M embers such as Purlins, Girts, Eave Struts, C-Sections, etc. shall be manufactured out of minimum 0.75 mm thick steel sheet as per d esign requirements. The steel sheet shall be galvanized (AZ-150 gms Aluminium Zinc Alloy coated steel having minimum yield strength 300-550 Mpa) conforming to AISI specifications and IBC 2009 for Cold Formed Steel framing & construction and also as per IS: 875-198 7, ISO 800-1984 and IS: 801-1975. (5) All self drilling tapping screws for joining the members shall have a Type-II coating in accor dance with ASTM B 633(13) or equivalent corrosion protection of gauge 10 & 12, TPI 16 & 8 of length 20 mm. (6) Wherever required, th e structural members shall be fixed to RCC slab or Tie Beam over Neoprene rubber using self expanding carbon steel anchor bolt of di ameter as per approved drawings. (7) Providing, fabricating and supplying Hot-Dip Galvanized Holding Down Bolts including all assemb les and accessories, required to be embedded in concrete work and base plate are included in this item. The bolts shall be of suffic ient length to ensure that a minimum 40mm length of threaded portion is embedded in concrete. Threaded portion to be left projecting outside the concrete surface shall be as per requirement of design and approved drawings. Cost of fabricated, assembled and supplie d bolts shall include all necessary expenses incurred including costs of all washers nuts lock nuts and pins that may be required fo r securing the structural member with the embedded bolts. Work of actual fastening of the structural components with the embedded bo lts is also included in this item. However installation of the foundation bolts shall be covered in the relevant concreting item. Th e quoted rate for the item shall include cost of executing the work for bolts of all diameters and lengths. (8) The rate includes th e concept design, detailed design, fabrication of sections, transportation, installation and all required fixing arrangement at site as described above.]
5
767940
-
Providing precast cement concrete Jali 1:2:4 (1 cement : 2 coarse sand (zone-III) : 4 graded stone aggregate 6mm nominal size), rein forced with 1.6 mm dia mild steel wire, including centering and shuttering, roughening cleaning, fixing and finishing with cement mo rtar 1:3 (1 cement: 3 fine sand) etc. complete, excluding plastering of the jambs, sills and soffits.
-
-
-
50 mm thick
49
95333
-
Brick work with modular extruded brunt fly ash clay bricks (Conforming to IS: 4885 ) in cement mortar 1:4 (1 cement : 4 coarse sand) in foundation and plinth : Cement mortar 1:4
61
528207
-
3 ELECTRICAL
-
-
-
Erection, installation, testing and commissioning of tariff metering and equipments including connection of cables as per respective State Electricity Board guidelines.Outdoor CTs (single phase)
3
20948
-
Erection, installation, testing and commissioning of tariff metering and equipments including connection of cables as per respective State Electricity Board guidelines.Metering Panel
1
6404
-
GI CABLE TRAY: Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover 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.
12420
2769761
-
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
120
117680
-
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.
500
505423
-
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.
30
84686
-
HT CABLE JOINT: Making straight-through joint on 6.6 / 11 KV Aluminium/Copper XLPE/PVC insulated armoured screened cable, including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem / M-seal / 3M), materials, l abour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: For cables of size upto 3 core x 400 sqmm
4
180769
-
LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: Power cables LT : OD upto 20 mm
10
55413
-
LT Cable joint (1.1 KV) - Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply o f required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: Power cables LT : OD above 20 mm and upto 40 mm
5
33768
-
HT Cable Termination (6.6/11 KV) - Supply, termination and connection of XLPE cable termination kit (indoor type), heat shrinkable s leeve type of Raychem/M-Seal/CCI make with all accessories, including cutting (tools and accessories for termination should meet the selected standards), stripping of cable insulation providing copper cable end lugs and cable glands as required, restoration of ins ulation, supplying and providing the cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, Isol ators, transformer, DG,MLPU/Booster pump motors etc., earthing of armouring, materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge: HT Cable of size above 3Cx240 sq. mm
40
1116189
-
EARTH ELECTRODES: Supplying, installation, testing of GI earthing electrode, including the supply and installation of the CI cover, charcoal /special backfill etc. and construction of chamber; complete as per drawings,specifications and directions of the Site En gineer, Including the cost of all labour, tools, materials etc. complete in all respects.
10
186301
-
EARTHING SYSTEM SET (03 PITS): Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes ea rthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover an d frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete a s per drawings, specifications and directions of the site engineer, including cost of tools, materials etc complete in all respects as per drawing The job shall also include testing of each earth pit and the entire earthing system on whole. (Note: Earthing for fie ld instruments shall be provided from Station earth grid covered in Electrical SOR.)
1
75710
-
EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes g routing of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels etc . and as per direction of EIC / Site engineer.
20
36751
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: 50 mm X 6 mm G.I. earthing strip
1500
504556
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: 40 mm X 5 mm G.I. earthing strip
500
117681
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: GI wire (8 SWG)
2000
150874
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: Copper cable as per specifications - 1 00 Sq.mm
250
603260
-
EARTH STRIP / WIRE / ROPE / CABLE - Supply, installing and testing of earthing strip/wire/rope/cable for completely making the eart hing grid system by supplying, laying the GI / Cu strip and making all the necessary welding joints, connecting to the earthing electrodes and existing earthing grid etc., complete as per drawings, specifications and directions of the Site engineer/Engineer -in-charge, including the cost of all labour, tools, materials, etc. complete in all respect: Copper cable as per specifications - 1 0 Sq.mm
1000
225462
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge: 25 mm
100
54016
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge: 50 mm
150
169431
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge: 100 mm
150
313796
-
Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (a lready 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, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of s ite engineer / Engineer-in-Charge: 150 mm
100
486694
-
Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugally cast conforming to I.S .458 with 1:3:6 concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jo inting of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete i n all respects as per specifications, drawing and the direction of the EIC/Site Engineer: 300 mm dia
100
313682
-
Supply fixing and erection of modular cable transit (MCT) for cable entry to building in proper frame including supply of peelable t ype, spare block, stay plates compression wedgs etc. with all accessories as per specification considering 20 % minimum spare in eac h module to be installed as per instruction of Engineer in charge/ site engineer: Galvanised mild steel frame with packing space of Min.120x240 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mm outer dia
20
485505
-
Factory built Floor mounted Packaged Air conditioning units: Supply, installation, testing and commissioning of Factory built Floor mounted Precision type Packaged Air conditioning units of approved make and model as per Technical Specifications attached, comprisi ng of variable Scroll compressors, DX evaporator coil with cross hatched high efficiency copper tubes, electronic expansion device & distributor, DIDW/DX centrifugal Imported blower with 3 phase drive motor, air-cooled condenser suitable for 50 deg C ambient tempe rature etc. Each package unit with not less than 550 CFM(Cubic feet per minute)/TR complete with microprocessor control. Each Evapo rator unit shall be with Variable Capacity Scroll compressors, controls such as contactors, over load protector for all motors, HPLP cutouts, single phase preventor, evaporator coil, evaporator fan complete with EC motor, humidifier & de-humidifier, insulated drai n pan assembly, electronic expansion valve, refrigerant filter drier with shut off valves and dry-fabric cleanable type filter. Con densing unit shall comprise of condenser coil and condenser fan motor etc. The evaporator unit and condensing unit will be factory a ssembled in a compact heavy gauge steel cabinet, duly painted, complete with all materials, labour, tools, tackles, consumable etc. , including pressure testing & charging of refrigerant gas/ oil, fixing of isolation valves, catchall drier/filter, Canvass connecti on, Machine outlet dampers, Vibration isolation pads, lifting-shifting & positioning at appropriate location (minimum configuration n Working + 1 Stand-By total n+1 unit). Detail calculation for ariving at value "n" is to be submitted for approval from the AC manu facturer. Tentative required data is given in the technical specifications. Precision Package type Air Conditioning Units (Min. 26 TR each).
2
3895754
-
Hard Drawn refrigerant Copper pipingSupply & installation of Hard Drawn refrigerant Copper piping (16 / 19 guage) with necessary ins ulation to interconnect indoor and outdoor units.
500
1239826
-
GI DUCTING - Supply, Fabrication, installation and testing of sheet metal ducting complete with flanges. While taking duct measureme nts, vanes, collars, etc., will also be measured and accounted for. 24 guage
500
170881
-
DUCT THERMAL INSULATION: Duct Thermal Insulation with aluminium foil faced Nitrile rubber of 9 mm thickness.
500
762179
-
Supply, installation, testing and balancing of aluminum powder coated grilles/Diffusers (as required based on site feasibility): Ext ruded Aluminium Powder coated supply / return air grilles with Volume control dampeners.
250
1341350
-
Supply, installation, testing and balancing of aluminum powder coated grilles/Diffusers (as required based on site feasibility): Ext ruded Aluminium Powder coated supply / return air grilles without Volume control dampeners.
250
1579247
-
VOLUME CONTROL DAMPERS: The volume control shall be made out-off 16G Galvanized sheet blades, with 16G Galvanized sheet frame, Galva nized steel linkage, with flange on both sides, with manual adjustment handle.
250
1117932
-
Drain piping: Supply & Installation of PVC insulated 40 mm dia drain piping.
250
68242
-
Drain piping: Supply & Installation of PVC insulated Condensate 32 mm dia drain piping.
250
61003
-
Duct Accoustic Lining: Supply & installation of 25 mm thick fibre glass (density 32 Kg/cbmt) covered with RP Tissue paper for therma l insulation.
250
242510
-
MS Stands for mounting of Outdoor Units: Supply & Installation of MS Stands for mounting of Outdoor Units.
2
10911
-
Electrical armoured cabling for Indoor Units & Outdoor Units: Supply & Laying, termination, connection of interconnecting electrical armoured cabling for Indoor Units & Outdoor Units.
500
255051
-
Insulation: Under dake Insulation with Fire resistence TF Quality Poly Styrene 50mm thick ( density 32 Kg/cum ) Fire resistant type.
250
168586
-
Bare Fire Control Damper: Bare Fire Control Damper for SA & RA Duct
250
1255003
-
Room Accosutic Lining: Room Accosutic Lining with 50 mm thick fibre glass density 32 Kg/cum ) covered with RP tissue paper.
250
89538
-
Pressure Testing & Charging of Refrigerant Gas: Pressure testing and charging of refrigerant gas
250
691786
-
4 T&I
-
-
-
Taking delivery, shifting within a road distance of 500 meters and installation & testing of the following instruments (pressure Gauge, Pressure Switch, Pressure Transmitter, flow meters, density meters 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 suitable size non flame proof cable gland at control panel end and terminating the already laid cables at field, junction box and control 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 be properly connected to the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and ferruling at both field and panel side. Installation to be done as per OEMs recommendations, vendor drawings and other approved drawings. The scope shall include providing assistance in testing and commissioning of the instruments along with loop checking and providing assistance to control system vendor
-
-
-
INSTALLATION OF PI/ PT / PS: Installation, assistance in testing and commissioning of Pressure Indicator (PI)/ Pressure Transmitter (PT) including remote seal type PT/ Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings.
29
337085
-
INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of thermowell, temperature elements & temperature transmitter(TT) by making necessary holes on the pipes, welding the socket for thermowell on the pipe including supply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings.
1
10127
-
INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounting 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.
1
13320
-
INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fabrication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as pervendors drawing and direction of the site engineer. Mounting of junction box if any, supply of non flame proof cable glands for paneland MCC end. The works includes tagging, labelling, glanding andferruling at both panel and field ends.
1
27213
-
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 and control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding supply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engineer including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour ,tools, materials, glanding, ferruling etc. complete in all respects.
13
90047
-
INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.
10
77148
-
Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTU end, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cement concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications.
4
22921
-
INSTRUMENTATION JOBS FOR MAINLINE MOTOR DRIVEN PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level switches etc on the already erected mainline pumping unit. Supply, fabrication and erection of all pipe fittings as required such as pressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in electrical feeders of mainline pumping units as per the direction of Site Engineer/Engineer in-charge. Job include installation of local control system for force feed lubrication system & associated instrumentation and job shall be complete in all respect including cost of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts, supply of suiatable size flameproof cable glands and termination of related cables at field, control panel and VFD panel ends as per scope, mounting of junction boxes, loop testing, cement concrete, painting, labelling, glanding, tagging, ferruling at both the ends etc. The work includes providing assistance to control system vendor, VFD vendor and M/L pumping unit vendor in commissioning of mainline pumping unit..
3
357175
-
INSTALLATION OF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site and erection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, control/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levelling, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per drawings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cable glands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all respects.The indicated quantity is cumulative weight of panels.
2000
89514
-
STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as cable racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etc as required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, materials, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner's go down and shifting to site wherever required.
1500
280952
-
INSTRUMENTATION JOBS FOR DISMANTLING OF UNIT CONTROL PANEL / INTERFACE PANEL FOR ENGINE DRIVEN MLPU Dismantling of UCP / IFP, location control panels for engines, preparation of proper documentation before dismantling the instruments/protective devices, de-energisation of power supply, air supply, disconnecting power/control cables and packing the same for ready shifting to other location for installation at the other station. Job shall be complete in all respect including cost of all labour, consumables, tools, services rendered etc. removal of cables, removal of pneumatic tubes, connectors etc. proper packing of the UCP / IFP panel, preparation of packing list etc. complete in every respect for shifting of the UCP. All labour, tools, tackles, etc. packing material etc. shall be vendor's scope.
1500
79667
-
Dismantling of Mainline engine/pump mounted instruments and the instruments mounted on the other auxiliaries like fuel forwarding module etc. Preparation of proper documentation before dismantling the instruments/protective devices, de-energisation of power supply, air supply, disconnecting power/control cables , dismantling all instruments/devices such as pressure valves, temperature valves, RTDs, thermocouples, vibration switch / detector, level switches, temperature & pressure gauges etc and other protective devices of engine/pump, DST ,JWT and its auxiliaries in a safe and professional manner without causing any physical and functional damage to instruments as per technical specifications and directions of site engineer/ engineer-in-charge. Job includes proper plugging of the tubes / instrument tapings from where the instruments are removed including supply of the require connectors. Job includes packing, tagging & shifting to safe location within the premises. (1LS mean per MLPU)
3
267161
-
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