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Procurement, Supply, Installation And Commissioning Related Csw For New Booster Pumping Unit For Replacement Of Existing Bp3 And Bp4 In Hmr Section At Hmrbpl Haldia Pump Station, haldia-West Bengal

Indian Oil Corporation Limited-IOCL has published Procurement, Supply, Installation And Commissioning Related Csw For New Booster Pumping Unit For Replacement Of Existing Bp3 And Bp4 In Hmr Section At Hmrbpl Haldia Pump Station. Submission Date for this Tender is 16-09-2022. Pump Supply Tenders in haldia West Bengal. Bidders can get complete Tender details and download the document.




Tender Notice

33470271
Corrigendum : Procurement, Supply, Installation And Commissioning Related Csw For New Booster Pumping Unit For Replacement Of Existing Bp3 And Bp4 In Hmr Section At Hmrbpl Haldia Pump Station
Open Tender
Indian
West Bengal
haldia
16-09-2022

Tender Details

Procurement, Supply, Installation And Commissioning Related Csw For New Booster Pumping Unit For Replacement Of Existing Bp3 And Bp4 In Hmr Section At Hmrbpl Haldia Pump Station

Corrigendum Details

Sr No CorrigendumDate Corrignedum CorrigendumType NewSubmissionDate
1 01-Sep-2022 CORRIGENDUM1 Date 08-09-2022
2 09-Sep-2022 CORRIGENDUM2 Date 16-09-2022

Key Value

Document Fees
Refer document
EMD
INR 59861.0 /-
Tender Value
INR 59.86 Lakhs /-

BOQ Items

Name of Work:Procurement, Supply, Installation and commissioning related CSW for New Booster pumping unit(for replacement of existing BP-3 & BP-4) in HMR section at HMRBPL Haldia Pump Station
Sl. No. Item Description
1Contractor Supplied Mechanical Items(PART A)
2Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" 3000# HALF COUPLING _F.2
3Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1X3/4" size 3000# Reducer Nipple_F.3
4Supply of API 5L Grade pipes at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 10.75" OD x 0.365" WT (Sch. STD) API 5L X52 / X60 / X70 PSL2_H.6
5Supply of API 5L Grade pipes at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 8.625" OD x 0.322" WT (Sch.STD) API 5L GR. X52 PSL2_H.7
6Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. 1.315" ODx 0.179"WT (Sch.XS) ASTM A 106 Gr B Bare pipe_I.6
7Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" ANSI 150# 90 deg LR Bends_E.133
8Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1", WNRF FLANGE, ANSI - 150# (B 16.5)_C.16
9Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 1" x 150# (0.500" Dia. X 3.00" Length ) _B.15
10Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" SWMG ANSI 150#_A.15
11Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 1" x 800# W/W, A/G, HOV, API 602 GATE VALVE_O.10
12Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 1" size 3000# St. NIPPLE_F.1
13Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 12"x10" x Concentric Reducer x 150#_E.220
14Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 8" ANSI 150# 90 deg LR Bends_E.128
15Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 10" ANSI 150# 90 deg LR Bends_E.127
16Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 10" ANSI 600# 45 deg LR Bends_E.185
17Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 14"x 10" ANSI 150# UnEqual Tee_E.13
18Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 10" x 8" ANSI 150# Un Equal Tee_E.20
19Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 10", BLRF FLANGE, ANSI - 150# (B 16.5)_C.59
20Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 8", BLRF FLANGE, ANSI - 150# (B 16.5)_C.60
21Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 8", WNRF FLANGE, ANSI - 300# (B 16.5)-ASTM A105_C.21
22Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 8", WNRF FLANGE, ANSI - 150# (B 16.5)_C.10
23Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 10", WNRF FLANGE, ANSI - 150# (B 16.5)_C.9
24Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 12", WNRF FLANGE, ANSI - 150# (B 16.5)_C.8
25Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 12", WNRF FLANGE, ANSI - 300# (B 16.5)-ASTM A105_C.19
26Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 8" x 300# (0.875" Dia. X 6.25" Length) _B.22
27Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 8" x 150# (0.750" Dia. X 4.75" Length) _B.9
28Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 10" x 150# (0.875" Dia. X 5.25" Length ) _B.8
29Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 12" x 300# (1.125" Dia. X 9.0" Length ) - extended stud length for flanges with spectacle blind_B.19
30Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document. Fasteners for Flanges 12" x 150# (0.875" Dia. X 5.50" Length ) _B.7
31Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 8" SWMG ANSI 300#_A.20
32Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 8" SWMG ANSI 150# _A.9
33Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 10" SWMG ANSI 150#_A.8
34Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 12" SWMG ANSI 300#_A.18
35Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as per technical specifications from approved vendors specified in tender document: 12" SWMG ANSI 150#_A.7
36SWING CHECK, FULLSWING,RF,API6D,150,8IN
37Contractor Supplied T&I Items(PART B)
38CONTROL CABLE- As per Tender Specification
39SIZE: 4C X1.5 SQMM ( SAP CODE - 7778320764)
40SIZE: 12C X1.5 SQMM ( SAP CODE- 7778320354)
41SIZE: 40C X1.5 SQMM (SAP CODE - 7778323004)
42FLP/ WP CABLE GLAND
431 IN NPT [SAP Code :8161398103]
441¼ IN NPT [SAP Code: 8161398113]
453/4 IN NPT [ SAP Code: 7788110124]
461/2 IN MM NPT [ SAP code: 7788121144]
47FLP/ WP Plug
48Plugs F/Junction boxes,1 IN, NPT (M), explosion proof [ SAP Code: 7860209314]
49Plugs F/Junction boxes, 3/4 IN, NPT (M), explosion proof [SAP Code ; 7860209294/ 7788129794]
50Plugs F/Junction boxes, 1/2 IN, NPT (M), explosion proof [ SAP code: 7860209264]
51Supply of Pressure Indicators (PI) of the range 0 to 40 Kg / Cm2 as per the technical specifications attached in the Tender.
52Supply of flame proof and weather proof fittings including EP/WP certificates as per the technical specifications attached.
53FLP/ 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.
54Supply of Field Fittings & SS Tubes.-Non-Coastal Application - As per tender Specification
55Process Tube, Material: Stainless Steel, Manufacturing process: Seamless, Mat Specification:ASTM A269, Grade: TP316, end Finish: Plain End, 1/2 IN OD, 0.065 IN Thickness, 3000 MM Length. [Sap Code 4215687754]
56Contractor Supplied Electrical Items(PART C)
57LT Cables FRLSH - Aluminium Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40% : AL,3CX95 mm²,A2XFY
58LT Cables FRLSH - Copper Cables-1.1 KV, XLPE insulated, extruded PVC type ST-2 inner sheathed, galvanized armoured, PVC type ST-2 overall sheathed, Stranded, FRLSH, C2, Smoke density<40%: CU,3CX2.5 mm²,2XWY
59CSW works _ Mechanical (Part-D)
60Painting: Zinc Ethyl Slicate Primer_D1
61Painting: High Build EPOXY MIO_D2
62Painting: Isocynate Aliphatic Poly Urethene(PU)_D3
63PU /liquid epoxy Coating of under ground piping: Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1
64Booster Pumping Unit Installation: Taking delivery of booster pumping units having electrical motor & vertical turbine type centrifugal pump and accessories from designated storage location within the pump station, shifting and placing the equipments on the pre-constructed foundation, levelling, grouting and aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting piping etc., carrying out trial run of motor on no load, coupling the electrical motor with the pump, making final alignment, checking and testing of the complete pumping unit and completing the work in all respects in accordance with the specification, drawings, manufacturer"s installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC. Note: Electrical & Instrumentation connections are not included in this item. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment Booster Pumping Units Installation_A.i.2
65Above Ground Equipments Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer"s installation instruction, specifications and instructions of Site Engineer / EIC. Note: Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment Y - Type Strainer - 10" x10"- 150# _B36
66Dismantling of Structures: _Q
67Dismantling of Piping Aboveground and equipments_R
68Dismantling of Piping Underground_S
69Single Cut Joint Hook-up: Cutting of portion of existing piping, trimming, grinding, bevelling the edges, aligning without addition of spool piece, welding the joint 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 evacuation of product from the piping section after isolating the section and flushing with water and its disposal. 10.75" OD - Single Cut_N4
70Single Cut Joint Hook-up: Cutting of portion of existing piping, trimming, grinding, bevelling the edges, aligning without addition of spool piece, welding the joint 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 evacuation of product from the piping section after isolating the section and flushing with water and its disposal. 8.625" OD- Single Cut_N5
71Double Cut Joint Hook-up: 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 and 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 evacuation of product from the piping section after isolating the section and flushing with water and its disposal. 14" OD - Double Cut_O2
72Double Cut Joint Hook-up: 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 and 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 evacuation of product from the piping section after isolating the section and flushing with water and its disposal. 10.75" OD - Double Cut_O4
73Above ground process piping: 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, 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 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 dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD 10.75" OD x 0.365" APL 5L _D4
74Above ground process piping: 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, 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 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 dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD 1.315" OD x 0.179"WT ASTM A 106 Gr B /A333_D11
75Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of weld quality and reporting the same to the Site Engineer 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 basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 8" NB Pipe Joints RT_M7
76Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of weld quality and reporting the same to the Site Engineer 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 basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 14" NB Pipe Joints RT_M4
77"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in 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) 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." 8" x ANSI 300# MOV F/F API 6D Ball Valve _J71
78"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in 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) 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." 12" x ANSI 300# MOV F/F API 6D Ball Valve _J68
79"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in 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) 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." 8"x ANSI 150# F/F API 6D Swing Check Valve_J116
80"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in 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) 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." 1" x ANSI 800# HOV W/W API 602 Gate Valve _J52
81Above ground process piping: 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, 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 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 dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD 8.625" OD x 0.322" / 0.375" / 0.438" WT API 5L /ASTM A106/A333_D5
82CSW works _ T&I Items(PART E)
83Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressure Gauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow switch 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 also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and commissioning of the instruments to control system vendor along with loop checking etc.
84INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / pressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and drawings
85NSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) of various ratings as per the directions of Engineer in-charge/ Site engineer and drawings.
86INSTALLATION 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.
87INSTRUMENTATION JOBS FOR MOTOR BOOSTER PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level switches etc on the already erected Booster pump 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 Booster Pumping Units as per the direction of Site Engineer/Engineer in-charge. Job complete in all respect including cost of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts,providing assistance to control system vendor in commissioning of booster pumping unit and supply of suitable size flame proof cable glands and termination of related cables at field, control panel and MCC panel ends as per scope, mounting of junction boxes, loop testing, cement concrete complete and painting. The work includes labelling, glanding, tagging, ferruling at both the ends.
88Supply, installation & fixing of perforated GI trays 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 of2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentricstatic load as 70 Kg at the centre, with materials, labour, tools andtackles, consumables etc , as per drawings, specification anddirections of Site Engineer / Engineer-in-Charge
89CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of telephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation 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,as per specifications,drawings and directions of the SiteEngineer, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths
90Cables having outer diameter between 20 to 30 mm
91Cables having outer diameter above 30 mm
92Integration of New Booster with Schneider PLC and Citec SCADA including preparation of Logic based on standard approved logic and site specific condition, modification in Graphics, addition of tags, trends, alarms, and all associated works so as to make the newly installed boosters operable from control room HMI
93Integration of the new booster in ECIL-SCADA, update in database, modification in graphics, addition of tags, trends, alarms in MCC Haldia, and all downstations of HMR section and replicationg the same in all sections
94CSW works _ Electrical(PART F)
95Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation 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 labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge Power cables LT : OD upto 20 mm
96Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation 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 labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge Power cables LT : OD above 20 mm and upto 40 mm
97LT Panel: Erection, installation including within site transportation, testing and commissioning of 415 V , owner supplied power-control- centres, motor control centres , soft starters, APFC panel etc. assembling as required, installation on the already made foundation 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 LT panels, supply of cable glands etc.complete as per cable schedule, drawings etc.Weight of unit above 100 kg but upto and including 500 kg
98Outgoing ACB Feeder as per attached specifications Feeder Rating 800A
99Vertical Panel for ACB as per attached specification Feeder Rating 800A
100LT CABLE END TERMINATION FOR ARMOURED PVC INSULATED ALUMINIUM CABLE WITH DOUBLE COMPRESSION FLAME PROOF TYPE BRASS GLANDING (INCLUDING COST OF GLANDS & LUGS)
101Providing end termination of power/control cable includingcutting, stripping, providing & fixing lugs, cable insulation, providing & glanding double compression heavy duty FLAME PROOF TYPE brass cable gland conforming to IS-12943 (Dowell"s or approved equivalent), wherever specified, providing aluminium lugs, crimping/soldering, as necessary, restoration of insulation/clamping of cable, tagging with aluminium tag,earthing of armour, connection to theequipment terminals etc. all complete with labour and materials as per standard and direction of the Engineer-in-charge
1023 X 4 Sqmm
1033 x 95 sqmm
104Supply ,fabricating and installing following sizes of perforated MS cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and / or fix to steel / RCC columns, beams, or any other structure members with MS suspenders, angles, channels etc. complete as per the direction of Engineer-in Charge including painting with one coat of redoxide primer and finish paint as required.
105150 mm x 25 mm x 2 mm
106Earthing with bare stranded tinned copper flexibleconductor including providing and connecting equipments with earth busbar, supply and fixing of copper stranded wire of following sizes and making connection with equipment by means of GI bolts, nuts, washers, copper lugs etc. all complete with labour and materials as per direction of Engineer-in-Charge.
10725 SQ. MM
108CSW works _ Civil(Part-G)
109DISMANTLING & DEMOLISHING :
110Demolishing 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 obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] :
111Nominal concrete 1:4:8 or leaner mix (including equivalent design mix)
112Demolishing 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]
113Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material 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]
114Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in :
115Dismantling steel work in built up sections in angles, tees, flats and channels including all gusset plates, bolts, nuts, cutting rivets, welding etc. including dismembering and stacking within 50 metres lead. [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.]
116Earth 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 disposal of surplus excavated soil, all works up to any lead and lift, as directed by the Engineer-in-Charge :
117In all kinds of soil
118Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed by the Engineer-in-Charge :
119In all kinds of soil
120PILE WORK :
121Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [Notes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machine shall not be used] :
122450 mm diameter piles
123Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks :
124Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand 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.
125CONCRETE WORK :
126Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
1271:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
1281:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from natural sources]
129Centering and shuttering including strutting, propping etc. and removal of formwork for :
130Foundations, footings, bases for columns
131REINFORCED CEMENT CONCRETE :
132Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :
1331:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived from natural sources]
1341:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
135Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level :
136Thermo-Mechanically Treated bars of grade Fe-500D or more
137Centering and shuttering including strutting, propping etc. and removal of form for all heights :
138Foundations, footings, bases of columns, etc. for mass concrete
139Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in :
140Cement Mortar 1:6 (1 cement : 6 coarse sand)
141Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
142Supplying 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 instructions of the Engineer-in-Charge]
143Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with brushes 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.
144Chipping of unsound/ weak concrete material from slabs, beams, columns etc. with manual Chisel and/or by standard power driven percussion type or of approved make including tapering of all edges, making square shoulders of cavities including cleaning the exposed concrete surface and reinforcement with wire brushes etc. and disposal of debris for all lead and lifts all complete as per directions of the Engineer-in-Charge :
14575 mm average thickness
146FINISHING :
14715 mm cement plaster on rough side of single or half brick wall finished with a floating coat of neat cement of mix :
1481:4 (1 cement : 4 fine sand)
149Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation 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 concrete work).
150Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks 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 :
15180mm thick Cement Concrete paver block of M-30 grade with approved colour, design & pattern.
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