Combined Station Works Of Mechanical, Civil, Electrical And Instrumentation Works And Other Facilities Under Kandla-Gorakhpur Liquefied Petroleum Gas ( Lpg ) Pipeline Project At Pipavav Combined Station Works Of Mechanical, Civil, Electrical, Nizamabad-Telangana

TDR : 30947853

Tender Notice
BOQ

Expired

Nizamabad , Telangana

Tender Brief : Combined Station Works Of Mechanical, Civil, Electrical And Instrumentation Works And Other Facilities Under Kandla-Gorakhpur Liquefied Petroleum Gas ( Lpg ) Pipeline Project At Pipavav Combined Station Works Of Mechanical, Civil, Electrical

Document Fees
Refer document

EMD
₹ 1609000.0 /-

Tender Value
Refer document

Submission Date
03-03-2022

Competition Type
Indian

Bidding Type
Tender

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1	GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ.
2	CSW-PIPAVAV-SERVICES-ITC
3	A TELECOM
4	Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taki ng OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and install ation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawingsand directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc.The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network.
5	Installation of Wall mounted Cabinet (switching closet) for housingNetworking Equipment/ CCTV hardware, patch panel & accessories including power distribution boxes, MCBs/ Isolator Switches, required installation materials as per tender specifications
6	Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer
7	Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer
8	B INSTRUMENTATION
9	As built documentation for each station covering a) Control /signalling cable layout drawings,b) Cable trench details,c) Cable m arker details,d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h)Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope. , k) OTDR Traces of the laid OFC as applicable for respective stations
10	C MECHANICAL
11	\"Booster Pumping Unit Installation: Taking delivery of booster pumping units having electrical motor & vertical turbine type centrifugal pump and accessories from desig nated storage location within the pump station, shifting andplacing the equipments on the pre-constructed foundation, levelling, g routing and aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting pip ing 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, man ufacturer\"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 equipmentBooster Pumping Units Installation\"
12	\"MLPU Installation(Motor Driven): Taking delivery of mainline pumping units having electrical motor, horizontal centrifugal pump (to be mounted on a common base plate ), Local control panel, Hydraulic coupling and other auxiliaries and accessories, grouting materials etcfrom designated storage lo cation within the Pump Station, shifting andplacing the equipments in the pre-constructed foundation, carrying out levelling and g routing, aligning the equipment, assembling together of all sub-assemblies, auxiliaries, mountings, fittings, interconnecting pipingetc., providing assistance for carrying out trial run of motor on no load, coupling the electrical motor with the pump, making fina l alignment, checking and testing of the complete pumping unit and completing the work in all respects in accordance with the drawin gs, manufacturer\"s installation instructions, technical specifications and as per the instruction of the Site Engineer / EIC. Note: 1. The auxiliaries and mountings shall include but not limited to pipe works etc. 2. Electrical & Instrumentation connections are not included in this item. 3. Weight of equipment is indicative only, Payment shall be done based on actual weight of equipment.4. Grouting material shal l be supplied by owner. Mainline Pumping Units InstallatioN\"
13	\"Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation,bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,conc entric/eccentric reducers, y-type strainers, 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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD \"
14	16\" OD x 0.375\"/0.438\"WTAPL 5L
15	10.75\" OD x 0.365\" APL 5L
16	8.625\" OD x 0.322\" / 0.375\" / 0.438\" WT API 5L /ASTM A106/A333
17	6.625\" OD x 0.280\" ASTM A 106 Pipe/A333
18	4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333
19	3.5\" OD x 0.216\"WT ASTM A 106 Gr B /A333
20	2.375\" OD x 0.218\"WT ASTM A 106 Gr B /A333
21	1.315\" OD x 0.179\"WTASTM A 106 Gr B /A333
22	\"Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, 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 reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed 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 dust, grease, mill scales etc.and applying single layer polyurethane coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified 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 specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.\"
23	16\" OD x 0.375\"/0.438\"WTAPL 5L -U/G
24	10.75\" OD x 0.365\" APL 5L -U/G
25	6.625\" OD x 0.280\" ASTM A 106 Gr B/A333 Pipe -U/G
26	4.5\" OD x 0.237\"WT ASTM A 106 Gr B/A333-U/G
27	3.5\" OD x 0.216\"WT ASTM A 106 Gr B/A333 -U/G
28	2.375\" OD x 0.218\"WT ASTM A 106 Gr B/A333 -U/G
29	1.315\" OD x 0.179\"WTASTM A 106 Gr B/A333 -U/G
30	\"Above ground internal epoxy coated pipe for Fire Water Services: (with internal epoxy coating for repair at welding joints ) Takingdelivery of internal epoxy coated pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises / Centralized warehouse (as appl icable), 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 w ith equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flush ing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the wat er, tie-in, final cleaning-up and disposal 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 t aken by the owner in this contract).The scope shall also include cleaning of internal surface of pipes conforming to SSPCSP-10 at al l location where coating has been destroyed due to welding and repairing the internal surface by application of 2-pack cold cured Is ophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness 700-1000 Microns . The locations where internal coating repair is expected would be at pipe end , Flanges ,pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water and completing the wo rk in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. \"
31	20\" ODx 0.375\" WT IS3589 FE410 Pipe
32	4.5\" ODx 0.237\" WT ASTMA 106 Gr B Pipe FW
33	\"Under ground piping for Fire Water Services:(with internal epoxy coating for repair at welding joints, flanges and fittings) Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises / Centralized warehouse (as applicable) 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 fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pressure gauges, thermal relief valves, thermowells etc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., cleaning of coated pipes by water flushing after cleaning by compressed 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 contract) .The scope shall also include cleaning of internal surface of pipes conforming to SSPC SP-10 of Flanges, fiitings and at all location where coating has been destroyed due to welding and repairing the internal surface by application of 2-pack cold cured Isophthalic polyster acrylic co-polymer glass flake filled /Liquid epoxy / Equivalent with coating of thickness as per specifications. The locations where internal coating repair is expected would be at pipe end, Flanges, pipe fittings ,valve location so that the internal of pipe surface is not directly exposed to water and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. Note:- 1) Charges for applying polyurethane coating(PU) for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges, equipment and valves etc shall be paid under separate SOR Item. 2) Charges for supply of pipe with internal coating shall be paid under separate SOR items. \"
34	20\" ODx 0.375\" WT IS3589 FE410 Pipe U/G
35	\"Above ground piping for Fuel line / Air line: Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises / Centralized warehouse (as applicable), 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 reducers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all el evations 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 including air cleaning prior to installation of valve by card board/ Tin blasting method, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal 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).completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. \"
36	2.375\" ODx 0.218\" WT ASTMA 106 Gr B Pipe F/A
37	1.315\" ODx 0.179\" WT ASTMA 106 Gr B Pipe F/A
38	\"Under ground piping for Fuel / Air piping: Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises / Centralized warehouse (as applicable) 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 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 the material surface by sandblast cleaning, coating and wrapping the pipes/pipe fittings with coaltar base tape coating material (including the supply of coating tape, precoat material etc.), holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compresed air prior to installation of valve, cleaning by card board/ Tin blasting method, 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 contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC. \"
39	2.375\" ODx 0.237\"WT ASTMA 106 Gr B F/A/ U/G
40	1.315\" ODx 0.237\"WT ASTM A 106 Gr B F/A/ U/G
41	\"Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the st ate (Details of warehouse given in SCC), transporting the same to site, erecting above ground on preconstructed foundations ornder ground 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 applicab le) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings, manufacturer\"s installation instructions and specifications and instructions of the Site Engineer / EIC. \"
42	\" 10\" x ANSI 900# MOV F/F API 6D Ball Valve
43	\" 10\" x ANSI 300# ROV F/F API 6D Ball Valve
44	\" 10\" x ANSI 600# MOV F/F API 6D Ball Valve
45	\" 6\" x ANSI 600# MOV F/F API 6D Ball Valve
46	\" 16\" x ANSI 300# MOV F/F API 6D Ball Valve
47	\" 16\" x ANSI 300# ROV F/F API 6D Ball Valve
48	\" 10\" x ANSI 300# MOV F/F API 6D Ball Valve
49	\"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized warehouse (as applicable), transporting the same to site, erecting above ground on preconstructed fou ndations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawin gs, 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 respec ts in accordance with the drawings, manufacturer\"s installation instructions and specifications and instructions of the Site Enginee r / EIC. \"
50	\" 3\" x ANSI 600# MOV F/F API 6D Ball Valve
51	\" 3\" x ANSI 300# HOV F/F API 6D Ball Valve
52	\" 2\" x ANSI 900# HOV F/F API 6D Ball Valve
53	\" 2\" x ANSI 600# HOV F/F API 6D Ball Valve
54	\" 2\" x ANSI 300# HOV F/F API 6D Ball Valve
55	\" 1\" x ANSI 1500# HOV W/W BS 5351 BALL VALVE
56	\" 1\" x ANSI 800# HOV W/W BS 5351 BALL VALVE
57	\"Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the state (Details of warehouse given in SCC), 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 - Swing check valves\"
58	10\"x ANSI 900# F/F API 6D Swing Check Valve -A/G
59	10\"x ANSI 300# F/F API 6D Swing Check Valve-A/G
60	\"Valves: Taking delivery of valves of all types and pressure rating fromthe designated location within station premises / Centralized warehouse (as applicable), 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. – For air line \"
61	\" 2\"x ANSI 300 # HOV F/F API 600 Gate / BS 5351 Ball Valve (For Fuel / Air Piping)
62	\" 1\"x ANSI 300 # HOV F/F API 600 Gate / BS 5351 Ball Valve (For Fuel / Air Piping)
63	\"Valves: Taking delivery of valves of all types and pressure rating from the designated Centralized warehouse location within the state (Details of warehouse given in SCC), 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- Control Valves\"
64	\" 10\" 900# Control Valve F/F A/G
65	\"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized warehouse (as applicable), transporting the same to site, erecting above ground on preconstructed fou ndations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawin gs, 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 respec ts in accordance with the drawings, manufacturer\"s installation instructions and specifications and instructions of the Site Enginee r / EIC.- Globe valve \"
66	\" 10\"ANSI 900# F/F BS-1873/BS EN ISO 15761 GLOBE Valve
67	\" 2\" ANSI 900# F/F BS-1873/BS EN ISO 15761 GLOBE Valve
68	\" 6\"x ANSI 600 # F/F BS-1873 GLOBE Valve
69	\" 3\"x ANSI 600 # F/F BS-1873 GLOBE Valve
70	\" 3\"x ANSI 300# F/F BS-1873/BS EN ISO 15761 GLOBE Valve
71	\" 2\"x ANSI 600# F/F BS-1873 GLOBE Valve
72	\" 2\"x ANSI 300# F/F BS-1873/BS EN ISO 15761 GLOBE Valve
73	\" 1\"x ANSI 1500# W/W BS-1873/BS EN ISO 15761 GLOBE Valve
74	\" 1\"x ANSI 800# W/W BS-1873/BS EN ISO 15761 GLOBE Valve
75	\"Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises / Centralized warehouse (as applicable), transporting the same to site, erecting above ground on preconstructed fou ndations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawin gs, 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 respec ts in accordance with the drawings, manufacturer\"s installation instructions and specifications and instructions of the Site Enginee r / EIC.- Thermal Relief Valves \"
76	\" 1\" x 1\"Thermal Relief Valve F/F ANSI900# x 300
77	\" 1\" x 1\"Thermal Relief Valve F/F ANSI600# x 300
78	\" 1\" x 1\"Thermal Relief Valve F/F ANSI300# x 300
79	\"Installation of Valves(for Fire water Lines-Tanks & Piping) : Taking delivery of valves of all types and pressure rating from thedesignated location within station premises / Centralized warehouse (as applicable), transporting the same tosite, erecting above ground on preconstructed foundations or undergroundincluding earth work in excavation and filling for under ground valvesat elevations specified in the drawings, priming and painting of aboveground valves, flood coating and wrapping of under ground portions (ifapplicable) including all inputs, labour, material and consumable (otherthan those specifically undertaken to be supplied by the owner) andcompleting the work in all respects in accordance with the drawings,manufacturer\"s installation instructions and specifications andinstructions of the Site Engineer /EIC. Note:The cost of construction of Valve foundations shall be measured &paid separately under respective civil items. - Gate valves \"
80	\" 20\"x ANSI 150 # HOV F/F API 600 Gate Valve FW
81	\" 4\"x ANSI 150 # HOV F/F API 600 Gate Valve FW
82	High Volume Long Range Foam Monitor 750 GPM capacity stand post typewith inlet flange of 4\" X 150# HVLR
83	Stand Post Type double way fire hydrant fitted with 2 Nos of single landing valve complete as per IS: 5290 alongwith 4\" x 150# WNRF Flange
84	\"Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, 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. \"
85	16\" NBPipe Joints RT
86	10\" NBPipe Joints RT
87	8\" NBPipe Joints RT
88	6\" NBPipe Joints RT
89	3\" NBPipe Joints RT
90	2\" NBPipe Joints RT
91	1\" NBPipe JointsRT
92	\"\"\"Dismantling of Piping (Aboveground): Dismantling of existing over ground piping works of all types and sizes by opening flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The job includes cutting the pipes to required sizes as directed, taking out valves, flanges, tees, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handling, transporting and storing at owner\"s designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects a s per drawings, instructions of the Site Engineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees 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 the opinion of the Owner need not be retrieived, those items shall not be dismantled. \"\"\"
93	\"\"\" Dismantling of Piping Underground 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 cutting the pipes to required sizes as directed, taking out valves, flanges, t ees, bends, gaskets, nuts, bolts etc., handling, transporting and storing at owner\"s designated store in safe manner to avoid damage including supply of all labour, materials, equipment consumables etc. necessary to perform and complete the work in all respects as per drawing, instructions of the Site Engineer / EIC. (Payment shall be made on the linear 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 befo re dismantling of pipe.Certain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be di smantled._\"\"\"
94	\"\"\"Development of As Built Drawings , Data Sheets etc: 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 com pact disks- For all stations, T-Point, IPIG and SV stations.\"\"\"
95	\"\"\"FW Network Analysis: Model Building and Flow Analysis by using Pipenet/Sprink/Flowmaster Software, suggesting the requirement of orifice plate for flow a nd pressure control, preparation of reports, schematic drawings, recommendations and suggesting the pipe sizes in the fire water net work so that the fire fighting system meets the requirement of OISD 117 & 214, latest Edition. Completing the work in all respect as per the defined scope of work and instructions of Site Engineer/EIC.\"\"\"
96	\"\"\" Flexibility and piping stress analysis as per specification Model building and flexibility and piping stress analysis by using computer software CAESAR-II latest version or equivalent, conside ring load and design parameters mentioned in the specifications, preparation and submission of report, calculation and drawings as per specification, completing the work in all respects as per detailed scope of work and instructions of Site-Engineer/EIC.\"
97	\"\"\" Temporary Barricading 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 le vel, maintaining the barricading during construction at site, removing the same and clearing site after construction complete in all respects as per instructions of Site Engineer._\"\"\"
98	\"Insulating Coupling Erection: Taking delivery and transportation of equipments from designated Centralized warehouse location within the state (Details of warehouse given in SCC) and installation of Insulating Couplings of the following sizes and pressure class, at elevations specified in the drawing, checking resistance value by meggar test before and afte r erection levelling, aligning and checking, making welded connections to the piping, coating & wrapping and completing the work in all respects in accordance with the relevant drawings, manufacturer\"s installation instructions, specifications and instructions of Site Engineer / EIC. \"
99	16\" Insulating Coupling 300#
100	10\" Insulating Coupling 300#
101	\"Above Ground Equipments Installation: Taking delivery and transportation of equipments from designated Centralized warehouse locati on within the state (Details of warehouse given in SCC), placing on pre-constructed foundations, assembling together all sub-assembl ies, 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 insta llation 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 \"
102	Single Basket Type Strainer - 10\" x 300#
103	\"Above Ground Equipments Installation: Taking delivery of equipments,shifting/transporting within station premises, placing on pre-constructed foundations, assembling to gether all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing andmaking good of the foundation and completing the work in allrespects in accordance with the relevant drawings, manufacturer\"s ins tallation 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\"
104	Y - Type Strainer - 10\" x10\"- 300#
105	\"Fabrication of Mitre Bends - Long Radius: Taking delivery of pipes from designated locations, transporting the same to site and fabrication of carbon steel piping specials bycutting, edge preparation, welding, all types of testing including radiography & including supply of all inputs such as labour, mat erials (other than those specifically undertaken to be supplied by the Owner under the contract), equipments, consumables etc. neces sary to perform and completing the work in all respects in accordance with drawings, specifications and instructions of the Site Eng ineer / EIC 20\"\" OD x 0.375\"\" WT more than 45 ° & up to 90 ° Mitre Bend\"
106	D ELECTRICAL
107	CABLE TRENCH: Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand materials complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge
108	WBM ROAD / CONCRETE BREAKING: WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketooriginal condition and disposing off excess materials(within thework site) job complete in all respects including the cost of labour, tools, materials, load, lifthire charges of equipments, ifany, complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge.
109	Connection and testing of 415 V AC 3 phase / 230 V AC single phase motors (including space heaters/thermistors wherever provided) / AC/DC Actuators including execution of terminal connection of control and power cables, earthing of the motor/actuator/ connecting the thermistor, installing the controller in LT panel, earthing the motor frame, armour 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.
110	Capacity upto and including 1 KW
111	Capacity above 1 KW and upto 2.5 KW
112	Capacity above 2.5 KW but upto 7.5 KW
113	Capacity above 7.5 KW but upto 50 KW
114	Silent LT DG set :Erection, Installation including site transportation from owner designated locations, connecting, testing and commissioning of owner supplied Emergency LT DG set including execution of terminal connection of power/control cable. The work shall include grounding of alternator neutral,earthing ,providing water pipe connection for Radiator water make-upcomplete with valve, solenoid valve etc. piping for fuel line, fabrication, welding, erection and painting of owner supplied support structure (including supply of shortfall support structure, if any) for exhaust piping, mounting on channels/AVM pads ,installation of PLC based AMF panel, NIG panel, exhaust piping including insulation and cladding, fuel piping etc., materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge
115	LT DG set with PLC based AMF panel, fuel tank etc
116	Cable Laying: Layingofall typeof 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 materialssuch as fixingclamps ,screws, cable straps,tags etc.as required (other than the supplyof the conduits, cables, pipes, cable racks, trays,poles,structures and panels) completeinall respect, including cost of alllabour, tools, consumable materials etc. and cutting the cables in required lengths asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge
117	Power cables LT : OD upto 20 mm
118	Power cables LT : OD above 20 mm and upto 40 mm
119	Power cables LT : OD above 40 mm and upto 60 mm
120	Power cables LT : OD above 60 mm
121	Power cables HT
122	Control cables (T&I) : OD upto 20 mm
123	Control cables (T&I) : OD above 20 mm and upto 30 mm
124	Control cables (T&I) : OD above 30 mm and upto 40 mm
125	Installation, laying of Cat 6 LAN Cables in 16 mm/ 25 mm/ 32 mm PVC conduits from network switch through ceiling/wall/trench and post-laying end to end testing of cables. The job includes supply, installation & fixing of Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as required complete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc.
126	Installation, laying of 2 Pair PVC insulated copper conductor un-armoured telephone cables in 16 mm/ 25 mm/ 32 mm PVC conduits from IDFthrough ceiling/ wall/trench and post-laying end to end testing of telephone cables. The job includes supply, installation, fixing of wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O with modular plate & switch box/ gang box for fixing the face plate & accessories, supply and installation of PVC Conduits, all required materials such as fixing clamps, screws, cable straps, tags etc. as requiredcomplete in all respects as per specifications & scope of work, drawings and directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, materials etc.
127	HT SWITCHBOARD (6.6/11 KV):Erection, Installation including site transportation from owner designated locations, testing and commissioning of HT Switch Board consisting of VCB\"s and other accessories including termination of all LT/control cables, installation on foundation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / relays, 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, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge, Note: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT Switch Board
128	HT switchboard with Two VCB
129	HT Switchboard with more than 10 VCB
130	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 LT power and control cables , earthing of Motor / Local speed controller, armour of all the cables etc., with materials i.e. FLP/WP Cable glands, end lugs, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge, Note: Commissioning assitance (Only Supervision) shall be provided by the supplier of the pumping unit.
131	HT Motor rating500 KW and below 1500 KW
132	HT Motor rating below 500 KW
133	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- connections with HT Breakers,hot standby PLCof 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 , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge. (Note: Commissioning assistance (only supervision) shall be provided by supplier of the VFD.)
134	Erection, Installation including site transportation from owner designated locations, testing and commissioning of High Voltage (HT) Capacitor Bank switcboards of 6.6 kV consisting of VCB\"s and other accessories including termination of all LT/control cables, installation on foundation channels, drilling, cutting, welding, aligning, levelling, grouting, assembling and fitting all accessories / instruments / relays, 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, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge. 6.6 kV, above 800 and upto 2000 kVAR capacitor bank Note: Commissioning assistance (Only Supervision) shall be provided by the supplier of the HT capacitor Switch Board.
135	6.6 kV, above 800 and upto 2000 kVAR capacitor bank
136	LT Panel: Erection, installation including site transportation , testing and commissioning of415 V ,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.
137	Weight of unit above 100 kgbut upto and including 500 kg
138	Weight of unit above 500 kgbut upto and including 1000 kg
139	Weight of unit above 1000 kgbut upto and including 3000 kg
140	former: Installation, testing and commissioning of (outdoor type -ONAN cooled) transformer of (6.6 KV/11 KV)/0.433KV capacity, casting of foundation block, & erection of transformer over the rail and f oundation channels, including transporting, unpacking, rigging, aligning, levelling, grouting, assembling, fittingand fixing all accessories/instruments/ relays etc. supplied separately if any,etc., making all the interconnections & termination of all power (HT / LT) cables, control cables / busbar etc. as per drawings, including earthing/grounding of transformer neutral as per drawing,equipments needed to completely install and commission the transformer Job complete in all respect including cost of all labour, tools and materials and all services rendered complete, as per the drawings and directions of the Site Engineer / engineer-in-Charge.
141	TRANSFORMER OIL: Centrifuging, filtering and dehydrating of the transformer oil oftransformer to improve insulation level to the value recommended as per the relevant ISS and the manufacturer\"s recommendations and as per specifications and directions of the Site Engineer/Engineer-in-Charge including supply of labour, tools and materials and all services rendered complete.
142	Corrosion monitoring probes: Installation of corrosion monitoring probes including 2\" Flareweld on station piping at desired location and 12 O\"Clock position for mounting of ER Probe under the supervision of site engineer. Flareweld assembly shall be supplied by owner. The job complete in all respect with material, tools & tackles, consumables etc.
143	Conducting harmonic study/ analysis to establish voltage and current harmonic contents in the different outgoing feeders for the upcoming project, which shall include feeders for VFDs, Incomers of HV switchboards, Common point of coupling, transformer outgoing feeders, Capacitor panels outgoing feeders, etc. Based on harmonic study/analysis, vendor shall review and submit harmonic analysis report inline with IEEE-519, CEA regulations & any other applicable standard atdifferent stations of the project. The report shall at least include total harmonic distortion, harmonic values for voltage and current and recommendations of any measures, if required for compliance of harmonic levels within limit as per CEA &IEEE guidelines. Arrangement of all tools, tackles, equipments for harmonic analysis, etc. is also included in the scope of work.The party carrying out the job must have experience of carrying out one job of harmonic analysis/ study/ mitigation at some installation having variable frequency drives. The bidder can carry out the job on their own, if they possess such experience of they can propose some subcontractor, acceptance of which shall be based on review of credential by EIC.
144	FLP & WP Distribution Board: Erection, installation including within site transportation, testing and commissioning of415 V , Flameproof distribution boards (FLP-DB) under scope of supply of bidder, 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 FLP-DB panels, supply of cable glands etc. complete as per cable schedule, drawings etc.
145	Transformer: Supervision charges by supplier of distribuition transformer during installation and commossioningof distribution transformer including all charges such as lodging, boarding to & fro charges etc
146	LT Panel: Supervision charges by supplier for commissioning of LT panels including relay settings and co-ordination, to & fro travel charges, lodging, boarding etc. complete in all respects.
147	ER Probe: Supervision charges by supplier/OEM during installation and commossioning of Electrical resistance based corrosion monitoring systemincluding all charges such as lodging, boarding to & fro charges etc
148	CSW-PIPAVAV-COMPOSITE-ITC
149	A TELECOM
150	Supply and installation of IDF (intermediate distribution frame) / Distribution box of20 Pair capacity with mounting arrangement a s per specifications
151	Supply and installation of IDF (intermediate distribution frame) / Distribution box of10 Pair capacity with mounting arrangements as per specification.
152	Supply and installation of MDF (Main distribution frame) /Distribution box of50 Pair capacity as per specifications
153	Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner\"s approval includi ng the supply & installation of all necessary pipe fittings such as bends, sockets, elbows, tees etc. bending, threading, clamping, plugs, packings, bushing etc. as required for sub ducting HDPE duct as per directions of Engineer-in-charge/ Site Engineer includingcost of all labour, tools, materials complete in all respects.
154	B INSTRUMENTATION
155	Installation, testing and commissioning ofPressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and d irections of Engineer in-charge/ Site engineer
156	INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / p ressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and dra wings
157	INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) o f various ratings as per the directions of Engineer in-charge/ Site engineer anddrawings.
158	INSTALLATION OF DPT: Installation, assistance in testing and commissioning of Differential Pressure Transmitter (DPT) as per the dir ections of Engineer in-charge/ Site engineer and drawings.
159	INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature eleme nts/temperature transmitter(TT) by making necessaryholes on the pipes, welding the socket for thermowell on the pipe including sup ply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings.
160	INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounti ng of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of brokenglass covers and painting it in red colour.
161	FLOW METER INSTALLATION - Taking delivery, shifting to installation site within the station premises, erecting and installing of theflow meter along with reducers and flow meter electronics/ flow transmitter. Providing assistance to control system vendor/meter su pplier in testing and commissioning of the turbine/ ultrasonic / coriolis mass flow meter / clamp on ultrasonic ete etc.. Making str uctural supports and fittings, clamps, screws, nuts, bolts, making the cable supports and terminating cables at panel and field ends . Mounting the junction boxes as per drawings,manufacturer\"s instructions, specification and direction/instruction of engineer in-ch arge/site engineer. Job shall include termination of cables at both fiels ends and control panel ends, supply of suitable size non-f lame proof cable glands at control panel and the cost of all labour, tools, materials, etc. including labelling, tagging using SS pl ates painting, glanding, ferruling complete in all respect.
162	INSTRUMENTATION JOBS FOR PRESSURE CONTROL VALVE / FLOW CONTROL VALVE - Testing of control valve and field electronics, including fab rication of all structural supports and fittings, termination of related cables at field, panel & MCC end, after loop testing as per vendors drawing and direction of the site engineer.Mounting of junction box if any, supply of non flame proof cable glands forpa neland MCC end.The works includes tagging, labelling, glanding andferruling at both panel and field ends.
163	INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION- for MOV/ROSOV: Installation of non-flame proof junctionbox, explosion proof /flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field a nd control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all t he required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding sup ply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engine er including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glan ding, ferruling etc. complete in all respects.
164	INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the alr eady erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end(excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as p er drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitab le 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.
165	INSTRUMENTATION JOBS FOR MOTOR BOOSTER PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level switches e tc on the already erected Booster pump unit. Supply, fabrication and erection of all pipe fittings as required such as pressure pipe s, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in electrical feeder s of Booster Pumping Unitsas 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 concretecomplete and painting. The work includes labelling, glanding, tagging, ferruling at both the ends.
166	INSTRUMENTATION JOBS FOR MAINLINE MOTOR DRIVEN PUMPS - Erecting & installing all instruments such as vibration switch, RTD, level sw itches etc on the already erected mainline pumping unit. Supply, fabrication and erection of all pipe fittings as required such as p ressure pipes, nipples & valves, plugs, tees and installation & testing, calibration of Instrumentation and control circuit in elect rical 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 cos t of all labour, consumables, tools, services rendered etc. including supply and fitting of clamps, screws, nuts, supply of suiatabl e size flameproof cable glands and termination of related cables at field, control panel and VFD panel ends as per scope, mounting o f junction boxes, loop testing, cement concrete, painting, labelling, glanding, tagging, ferruling at both the ends etc. The work in cludes providing assistance to control system vendor, VFD vendor and M/L pumping unit vendor in commissioning of mainline pumping un it..
167	INSTRUMENTATION JOBS FOR INSTALLATION OF UNIT CONTROL PANEL / INTERFACE PANEL FOR MLPU - Unpacking of UCP, IFP panels, installation of Local control panel (unit control panel and interface panels) for engines at already made foundations as per drawings, technical specifications, directions of engineer-in-charge/ site engineer. Job shall be complete in all respect including cost of all labour, consumables, tools, services rendered etc. supply of pneumatic & SS tubes, ferrules, straight connectors etc, laying of pneumatic & SS tubes between engine and UCP and UCP & IFP, termination and connection of pneumatic tube and piping, bending of SS tubes etc, sup ply and fitting of clamps, screws nuts, bulk head connections, air regulator installation, supply of suitable size flame proof cableglands at the panel end (UCP+IFP) and termination of related cables at field (instruments and IFP+UCP), control panel and MCC panelends, mounting of junction boxes, loop testing, installation, testing and calibration of local panel mounted instruments, providingassistance to control system vendor and engine vendor for commissioning of mainline pumping unit from local as well as from remote etccomplete in all respects for commissioning of Mainline pumping unit. Job includes removal of existin cables from the foundationof UCP/IFP panel and making it suitable for installtion of new panel and laying of control / power cable for UCP/IFP panels. The wo rk includes labelling, glanding, tagging, ferruling at both ends, cement concrete, painting etc.
168	STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as c able racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etcas required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, material s, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner\"s go down and shifting to site wh erever required.
169	AIR CONDITIONER CASSETTE TYPE - Supply& Installation of 1.8TCassette Type ACs flushed with false ceiling (Daiken / Hitachi / Car rier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction ofEIC / Site Engineer
170	Installation of Manual Call Point (Explosion Proof & Weather Proof) in Hazardous area, terminating the cables at field and control p anel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting structure, cement con crete, painting, GI wire etc.(excluding supply of the Manual Call Point) complete in all respectsas per specifications.
171	Taking delivery, shifting within a road distance of 500 meters and installation & testing of the differnt instruments (like pressureGauge, Pressure Switch, Pressure Transmitter, temperature transmitter, scrapper detector, level switch, level transmitter, flow swi tch etc.) of various ratings by fabrication and installing all the required pipe fittings with pressure pipes, valves, plugs, tees, nipples, junction box, cables, supply and erection of all other required materials such as the supporting structure clamps, cannopy,screws, nuts, bolts, aluminium sheets, GI wire, steel plats, cement concrete etc. complete in all respects including supply of suit able size non flame proof cable gland at control panel end and terminating the already laid cables at field, junctionbox and contr ol panel end, mounting the junction boxes as per the Drawings, specifications and directions of the engineer in-charge/site engineerincluding cost of all labour, materials, consumables, tools, tackles and services rendered etc. All the instruments shall have to b e properly connectedto the earth pit through GI wires. The works shall include labelling, tagging using SS plates, glanding and fe rruling at both field and panel side. Installation to be done as perOEMs recommendations, vendor drawings and other approved drawi ngs. The scope also shall include Calibration of instruments, hydro-testing of Impulse tube, providing assistance in testing and com missioning of the instruments to control system vendor along with loop checking etc.
172	C MECHANICAL
173	Supply and Erection of Structural Steel: Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequere d plates, angles, beams channels, commercial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plate s etc., fabrication and erection of saddle supports and other type of supports for pipes manifolds and valves, fabrication and erect ion 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.
174	\" Supply and Erection of Electroforged Grating: Supply and Erection of Electroforged Grating Supplying at site, steel structural ite ms such as steel plates, bars, fabrication of gratings by electroforged method, after complete fabrication entire gratings shall be Hot Dip galvanized, gratings shall be normally of size 810mm X 250mm for steps and 1200mm X 1000 mm or 810mm X 1000 mm for platforms/ walkways, or any size as advised by EIC. Placing gratings in a replaceable manner bolting with base frame of ISA by suitable GI c lamps and GI fasteners, including supply of all other inputs such as labour, materials, consumable etc. necessary to perform and com plete the work in all respect, in accordance with drawings, specifications and instructions ofthe Site Engineer / EIC. \"
175	\" Supply and Erection of GI Structural: 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.\"\"\"
176	Painting: Cleaning exposed steel surfaces of piping, equipment and valves etc. by abrasive blasting or with power wire brush (wherev er abrasive blast cleaning is not possible) free of dust, grease, mill scales etc. priming with one coat of primer and painting the surfaces with two coats as per specification, with approved materials, paints, brushes, labour, equipment etc. and completing the jo b in all respects as per specification and instructions of the Site Engineer / EIC. All materials including supply of paint are in t he scope of contractor.
177	Painting: Zinc Ethyl Slicate Primer
178	Painting: High Build EPOXY MIO
179	Painting: Isocynate Aliphatic Poly Urethene(PU)
180	PU /liquid epoxy Coating of under ground piping:Polyurethane Coating(PU)/ Liquid Epoxy Coating
181	\"\"\"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\"
182	10\" mesh Size 40
183	\"Copper Strips/ Flats for Jumpers for Flanged Joints of the Product Process Piping: Supply and Installation of one copper jumper perflanged joint across the flanged joints for valves, spool piece, branch offs etc., of product process piping, The job includes cutt ing drilling of holes of required size in the copper strips/ flats for bolting purpose and complete the works in all respects as perspecifications & drawings and instructions of Site Engineer/ EIC. Note: Copper jumpers shall be installed in all the flanged joints of Product Process piping only and not in fire water lines. \"
184	Up to 30 mm wide x 3 mm thick Copper strip
185	30 - 50 mm wide x 3 mm thick Copper strip
186	\"HOT/EOT CRANE: Design, manufacture,inspection & testing at manufacturer\"s works and supply of HOT/ EOT cranes (having main girderbeam with box type construction) as per specifications, taking delivery, shifting / transporting within the pump station premises a nd erecting on the shed Girder, assemblies / sub-assemblies, auxiliaries, girders etc, aligning checking for free movement of the crane from one end to other and cross movement,cleaning by sand blasting, priming, painting as per painting schedule testing of the crane with specified load in presence of the m anufacturer\"s representative including providing all labour, materials, equipments and consumables necessary to perform and complete the works in all respects as per specifications, drawings and instructions of Site Engineer / EIC. \"
187	HOT/EOT CRANE: 10 Ton cap capacity HOT crane for Mainline pump shed
188	HOT/EOT CRANE: 5 Ton cap HOT crane Booster pump Shed
189	\"\"\"Medium Velocity Water Sprinkler System: Design, Detailed Engineering, supply, fabrication, erection/Installation and commissioning of complete medium velocity water sprinkl er systems for Pump Shed, barrel area, filteration, metering and piping area at each location as per the details mentioned below: Design, detail engineering, drawing and development of scheme for automatic medium velocity water sprinkler system for the equipment andpiping area including supply of all material like D eluge valve(Wet Type/ Dry Type), Spray nozzles, pressure switch, pressuer gauge, piping,valves, flanges, coupling, pipe fittings, brackets, clamps, fasteners, solenoid switches, S.S piping, strainers, alongwith all accessories asper the approved scheme at site, erection and installation of piping,cabling, equipments and instruments control panel etc, provision ofcompressed air/pneumatic piping from owner\"s compressed air headerlocated near compressor room for Dry Type Deluge Valve includingdismantling, breaking of road etc.as required for setting out of thesystem and making good the same,hooking up the system with the hydrantnetwork,sand blast cleaning, priming and painting (Zinc Ethyl SlicatePrimer,High Build EPOXY MIO, Isocynate Aliphati c Poly Urethene(PU) insignal red colour); internal coating with liquid epoxy, Carrying outall electrical and instrumentation works to enable auto actuat ion of the deluge valve and medium velocity water sprinkler system based onalarm signal from QB sensors/ gas detectors/ flame detectors. Carryingout the electronic integration of the system with the control panel andproviding alarm and automatic actuation of the deluge valves withmanual over-ride provision, testi ng & commissioning of the systemincluding cost of all labour, services, materials tools & tackles consumables, first operation & fun rnishing of operation and maintenancemanuals on lumpsum basis as per specifications, International standard procedures, approved sch eme, drawings and the direction of SiteEngineer /EIC. Note:1. The control panel and control cosole with PC will be installed underthe work of Gas detection system and the MV system is to be integratedwith the exisitng system. 2. For System Designing/Area Calculation & inter distances between block facilities refer the General layout plan and Assembly Pipin g Areaof respective Station. 3.Medium Velocity Water Sprinkler System for T-points at shall be designed considering wet type Deluge Valve as no compressed air i s available at these locations.\"\"\"
190	\" Medium Velocity Water Sprinkler System for Station consisting of Barrel area, filteration, metering and piping area etc\"
191	Medium Velocity Water Sprinkler System for Extended Mainline Pump Shed
192	D ELECTRICAL
193	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, consumables etc , asper drawings, specification and directions of Site Engineer / Engineer-in-Charge.
194	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 , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge
195	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 , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge.
196	CABLE MARKER: Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, backfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge.
197	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 jointingkit (of heat shrinkable sleeve type of Raychem / M-seal / 3M), materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge: For cables of size upto 3 core x 400 sqmm
198	LT Cable joint (1.1 KV): Making straight through joints on Al/Cu conductor XLPE/PVC insulated armoured cable including the supply of required materials such as cable jointing kit (of heat shrinkable sleeve type of Raychem/Mseal/3M) , materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge
199	Power cables LT : OD upto 20 mm
200	Power cables LT : OD above 20 mm and upto 40 mm
201	Power cables LT : OD above 40 mm and upto 60 mm
202	Power cables LT : OD above 60 mm
203	HT Cable Termination (6.6/11 KV):Supply, termination and connection of XLPE cable termination kit (indoor type), heat shrinkable sleeve 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 insulation, supplying and providing the cable supporting clamps, straps, cable tags connection to the terminals of HT panel, VFDs, Isolators, transformer, DG etc., earthing of armouring, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge
204	HT Cable of size above 3Cx240 sq. mm
205	HT Cable of size upto 3Cx240 sq. mm
206	Supply, erection & installation of cable conduits made up of GI pipes of medium class \"B\" subject to owner\"s approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as requiredJob complete in all respects including the cost of all labour, tools, material etc.and as per specifications and directions of site engineer / Engineer-in-Charge.
207	25 mm
208	37 mm
209	50 mm
210	100 mm
211	25 mm ISI marked (as per IS 9537 - part2)
212	STEEL STRUCTURAL WORKS: Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push button control posts etc., as requiredjob complete in all respects including the cost of all labour, tools, material etc., complete.and as per specifications and directions of site engineer/ Engineer-in-Charge.
213	FLAME PROOF FITTINGS :Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure.
214	FLAMEPROOF TUBELIGHT, 2x22Watt, LED, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007
215	FLAMEPROOF LED FLOOD LIGHT FITTING 90 W, Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Flood Light Fixture with provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification.
216	FLAMEPROOF LED WELL GLASS FITTING 125 W, Supply, installation, testing & commissioning of Ex\"d\" (Flameproof) Well Glass Light Fixture with provision ofCable Entries: 2 Nos. x 3/4\" ET, Cable Glands: 2 Nos. x 3/4\" ET (Max. OD 20mm) - Ex\"d\"(IIA/IIB), Double Compression type, Brass Nickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4\" ET - Ex\"d\", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthing: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification.
217	FLP & WP JUNCTION BOX: Supply, erection, installation, testing andcommissioning of flameproof & weather proof junction box for providing cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect.
218	6 way junction box with 6 cable entries (6 x 3/4\") at bottom & 20 nos. terminals.
219	4 way junction box with 4 cable entries (4 x 3/4\") at bottom & 20 nos. terminals.
220	FLP/WP EXHAUST FANS: Flame proof, weather proof, single phase, 12\" exhaust fan, SUITABLE FOR Exd Gas Group II C, as per IS/IEC 60079-2007, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respect
221	FLP/WP DISTRIBUTION BOARDS : Supply, erection, installation, testing andcommissioning of flameproof /weather proof (IP-65) distribution board as per technical specification of types mentioned for lighting purpose in MLPU / booster shed etc., including connection and termination of power cables, earthing wire and conduits etc. including including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entriescomplete as per drawings, s pecifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc. complete in all respect.
222	Outdoor Type, floor mounted, flameproof, weatherproof (IP 65) Lighting Distribution board Type-I DBwith Bus bar - 100 A TPN, Incomer - 1 no. 63 A TPN MCB & Outgoing - 9 no. 10 A SPN, MCB
223	FLP/WP SWITCH CUM SOCKET : Supply, erection, installation, testing andcommissioning of flameproof /weatherproof switch cum socket /welding receptacle of approved makes to be installed on walls, coloumns, structures, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries etc., including connection and termination of earthing wire and conduits., etc. complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc. complete in all respect.
224	250V, 63 A Plug & welding receptacle
225	415V, 63A, Switch & Socket with Plug (No. of Pins 3P +N+ E), Model EPSS 1563-61 of Baliga or Equivalent approved make
226	SHOCK TREATMENT CHART: Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local Language.
227	CAUTION BOARD: Supply and installation of vitreous enamel caution boards suitable for 440 V/11KV/6.6 KVas per IS 255 including fixing on the wall with all the required hardware etc. complete in English / Hindi/ Local Language.
228	STAINLESS STEEL INSCRIPTION PLATE: Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc.
229	PLASTIC INSCRIPTION PLATE: Supply and installation of approved quality plasticname inscription plates including engraving the inscriptions, providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc.
230	Point wiring: Supplying, installation and testing with 1.5 Sq.mm stranded PVC insulated copper conductor wires for phase & neutral of 650V grade including earthing by providing 1.5 Sq.mm earth insulated continutity wire of copper in PVC conduit (Supply & installation of PVC conduit covered elsewhere in SOR) recessed on wall/ceiling/ false celing including supply & installation of switch boxes,junction boxes, pull boxes, bushes, screws, check nuts, bends, modular switches and sockets . Thecircuit wiring with 4 Sq.mm PVC copper wire from D.B. to switchboard as required is also in the scope of the contractor.
231	1 light point controlled by 1 switch
232	2 light points controlled by 1 switch
233	3 light points controlled by 1 switch
234	4 light points controlled by 1 switch
235	EARTH ELECTRODES: Supplying, installation, testing of GI earthing electrode, including the supply and installationof the CI cover, charcoal /special backfill etc. and construction of chamber; complete asper drawings,specifications and directions of the Site Engineer, Including thecostof alllabour, tools, materials etc. completein all respects.
236	EARTHING SYSTEM SET (06 PITS):Supply, installation, testing of earthing system consisting of 6 earth pits of perforated GI pipes earthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete as 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 field instruments shall be provided from Station earth grid covered in Electrical SOR.)
237	EARTHING SYSTEM SET (03 PITS): Supply, installation, testing of earthing system consisting of 3 earth pits of perforated GI pipes earthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal, salt etc including supply of interconnecting cables / strips including necessary welding etc complete as 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 field instruments shall be provided from Station earth grid covered in Electrical SOR.)
238	CHEMICAL EARTHPIT: Supply, installation, testing and commissioning of ACE (Artificial concept of earthing with chemical rod) Chemrod earthing electrode by digging earthing Item includes the supply and installation of the CI/RCC cover in the earth pit, backfilling etc. and construction of chamber; complete including excavation, backfilling and supply of all materials required for making earth pit as per drawings, specifications and directions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects.
239	EARTHING PLATE: Supply & Installation of G.I. earthing plate as per standard drawing outside the buildings. The item also includes grouting 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.
240	EARTH STRIP / WIRE / ROPE / CABLE: Supply, installing and testing of earthing strip/wire/rope/cable forcompletely making the earthing grid system by supplying, laying theGI / Cu strip and makingall the necessaryweldingjoints, connecting to the earthing electrodesand existing earthinggridetc., 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.
241	40 mm X 5 mm G.I. earthing strip
242	Copper cable as per specifications - 100 Sq.mm
243	25mm x 3 mm copper flat
244	50 mm X 6 mm G.I. earthing strip
245	GI wire(8 SWG)
246	25mm x 4 mm copper flat
247	GI wire / rope 35 sq. mm
248	Copper cable as per specifications - 10 Sq.mm
249	Ceiling fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including providing space for electronic regulator in switch box, providing and fixing fan hook in the ceiling as per specifications and drawings.
250	Exhaust fan / wall bracket fan wiring: Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1.5 sqmm copper conductor earth ing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit.
251	16 A power plug point wiring: Wiringfor 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings
252	6 A plug point wiring: Wiring for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings.
253	AC point wiring: Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal cladsocket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box
254	Lighting Distribution Board / AC Distribution Board: Supply , installation, testing and commissioning of TPN lighting / AC Distribution board ofapproved make as per appendix -1, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door as per specifications and drawings
255	Type III Distribution Board: Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification.
256	Type IV DIstribution Board: Double Door Translucent Euro DB of Havells or approved make, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification
257	Type V Distribution Board: Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1x100 A FP RCCB (100 mA Sensitivity), 9x32 A SPN Motor duty MCB as per specification.
258	Critical Light DB: Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SPN & 7x2 A SPN MCB
259	Surface mounting Plug & Socket DB complete with 63 A TP MCB, with neutral link for VFD AC\"s.
260	Decorative Light fittings: Supply, installation, connection, earthing and testing of the following fittings,including supply and installation of drop pipes, hooks, fittings, fixtures, nuts,bolts, supports, on walls, outlet box for regulators and all other required materials etc. as per specifications, drawings and directions of the Site Engineer including cost of all labour, tools, materials etc. complete in all respects.Make of the fittings can be the make mentioned in the respective SOR items or equivalent model from the approved make list given in the specifications.
261	LED light fittings, Batten with 2XTLED-TMC501-2X TLED-36 W P3242 or equiavlent approved make with LEDs: Supply and fixing of wall mounted/ suspended type weather prooflight 2XTLED-TMC501-2X TLED or equiavlent approved make with LEDs, 36 W or more. LED Fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make.
262	DN170C LED10S-6500 PSU WH: Supply and fixing of surface mounted weather prooflight DN170C LED 15 W having 1000 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation.
263	LED light fittings, Recess mounting type, Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equivalent approved make with LEDs: Supply and fixing of recess mounted weather prooflight Sereno LED-RC869B LED 30S-6500 PSE W30L120 D8 or equiavlent approved make with LEDs, 42 W or more, having 2950 lumens or more output. LED Fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make.
264	LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5000 GR OD or approved equivalent:Supply and fixing of surface mounted weather prooflight SP824 P LED 42 W having 2950 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved make.
265	Ceiling fan: Ceiling fan, BEE 5 star rated,with electronic regulator & other accessories and fittings etc. of or approved make with 56\" Sweepsize
266	Wall mounted fan: 12\" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integrated unit of approved make with all accessories complete in all respect.
267	Exhaust fan: Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of approved make as per appendix -1 fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete.
268	18\" Sweep
269	12\" Sweep
270	PVC Conduit pipes: Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc.
271	19 mm
272	25 mm
273	32 mm
274	Supplying and laying reinforced cement concrete light duty hume pipe, non pressure type (NP3), centrifugallycast conforming to I.S.458 with 1:3:6concrete casing at joints as required with necessary slope including excavation, backfilling, supply of collars, jointing of pipes with stiff mixture of cement mortar in the proportion of 1:2 ( 1 cement: 2 fine sand), testing of joints, complete in all respects as per specifications, drawingand the direction of the EIC/Site Engineer.
275	300 mm dia
276	200 mm dia
277	Supply , fixingand erection of Modular cable transit (MCT) for cable Entry to Building in proper frame including supply ofPeelable type, spare block, stay plates, compression wedgs etc. with all accessories as per specification, considering 20 % minimum spare in each module, to be installed as per the instruction of Engineer in Charge/site engineer.
278	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
279	Galvanised mild steel frame with packing space of Min.120x180 mm with multi diameter blocks and accessories with peeling off arrangement to adjust cable size from 3.5mm to 99mm outer dia
280	Supply and fixing of Fire Siren Board for 2.1 kW Fire Siren as per specification.
281	Street lightswan neck poles: Supply, installation, testing and commissioning of swan neck lighting pole of100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 2 meters from FGL), having base Plate 200mmx200mmx5mmalong with Flameproof (Exd IIA/IIB) and Weatherproof 1x60W LED well glass light fitting complete with lamp and builtin control gear of approved make, including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe(radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof junction box(with 4 cable entries) having minimum 4 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings and instructions of EIC / Site engineer.
282	Call bell point wiring: Wiring for call bell points (1 call bell point controlled by 1 modular switch)in switch box including providing call bell / buzzer suiable for single phase 230 V as per specifications and drawings.
283	Supply, erection, installationand testing of 30M high mast shaft in three sections suitable for wind speed as Per IS-875, with raising lowering system comprising, head frame, luminaries carriage suitable to install24 nos luminaries of BENP-20FL-350W LED of Bajaj Make or Equivalent in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foun dation bolts manufactured from special steel along with nuts, washers, anchor plates and templates. This includes Supply and installation of24 nos. Integral LED Flood Light Luminaire with the following components: 02 nos Aluminum Cast luminary body, 02 nos Electronic Circuit & LED drivers, 02 nos Weather proof Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly.350 Watts and 1 set Within Luminary Interconnection.Supply and installation of 2 nos. LED type single dome aviation obstruction lightis also required with one high mast. This also includes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, single dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming 25/35 sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas group IIA/IIB.Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. Lightning Finial shall be insulated from body and head frame of High Mast and a separate down conductor (1Rx1Cx(25/35) sq mm Aluminium Flexible Cable) shall run from the lightning finial to an earthing bolt independent of the high Mast structure. Electrical accessories like plug & socket, power tool motor etc at the bottom of high mast shall be flame proof type suitable for gas group IIA/IIB. Electrical Accessories like plug & Socket, Power Tool etc at the bottom of high mast shall be of flame proof Type Suitable for Gas Group-IIA/IIB. Ref.- Technical specifications.
284	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, comprising 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 temperature etc. Each package unit with not less than 550 CFM(Cubic feet per minute)/TRcomplete with microprocessor control. Each Evaporator 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 drain pan assembly, electronic expansion valve, refrigerant filter drier with shut off valves and dry-fabric cleanable type filter.Condensing unit shall comprise of condenser coil and condenser fan motor etc. The evaporator unit and condensing unit will be factory assembled 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 connection, 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 manufacturer. Tentative required data is given in the technical specifications.Precision Package type Air Conditioning Units (Min. 16 TR each).
285	Supply & installation of Hard Drawn refrigerant Copper piping (16 / 19 guage) with necessary insulation to interconnect indoor and outdoor units.
286	GI DUCTING:: Supply, Fabrication, installation and testing of sheet metal ducting complete with flanges. While taking duct measurements, vanes, collars, etc., will also be measured and accounted for.
287	22 guage
288	24 guage
289	DUCT THERMAL INSULATION: Duct Thermal Insulation with aluminium foil faced Nitrile rubber of 9 mm thickness.
290	Extruded Aluminium Powder coated supply / return air grilles with Volume control dampeners.
291	Extruded Aluminium Powder coated supply / return air grilles without Volume control dampeners.
292	VOLUME CONTROL DAMPERS: The volume control shall be made out-off 16G Galvanized sheet blades, with 16G Galvanized sheet frame, Galvanized steel linkage, with flange on both sides, with manual adjustment handle.
293	Supply & Installation of PVC insulated 40 mm dia drain piping.
294	Supply & Installation of PVC insulated Condensate 32 mm dia drain piping.
295	Duct Accoustic Lining: Supply & installation of 25 mm thick fibre glass (density 32 Kg/cbmt) covered with RP Tissue paper for thermal insulation.
296	Supply, installation, testing and aligning fresh air arrangement with Bird Screen & Volume Control Dampener (Provision for utilisation, if required).
297	Supply & Installation of MS Stands for mounting of Outdoor Units.
298	Supply & Laying, termination, connection of interconnecting electrical armoured cabling for Indoor Units & Outdoor Units.
299	Under dake Insulation with Fire resistence TF Quality Poly Styrene 50mm thick ( density 32 Kg/cum ) Fire resistant type.
300	Bare Fire Control Damper for SA & RA Duct
301	Pressure testing and charging of R-407C/R32
302	E CIVIL
303	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 :
304	In all kinds of soil
305	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
306	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
307	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]
308	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]
309	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
310	Foundations, footings, bases of columns, etc. for mass concrete
311	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
312	Thermo-Mechanically Treated bars of grade Fe-500D or more
313	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.] :
314	All works upto plinth level
315	Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
316	Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
317	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\"]
318	Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as wellas fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batch ing plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , ex cluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as pe r IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directionsof the Engineer-in-Charge. [Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately] :
319	All works upto plinth level
320	Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts 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]
321	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
322	Cement mortar 1:6 (1 cement : 6 coarse sand)
323	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. includingpre 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 orany 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).
324	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.
325	15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall.
326	6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
327	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.
328	Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] :
329	450 mm diameter piles
330	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.
331	CSW-PIPAVAV-COMPOSITE-NON ITC
332	A CIVIL
333	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.
334	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 :
335	In all kinds of soil
336	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.
337	Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete.
338	Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material :
339	Beyond 30 cm girth upto and including 60 cm girth
340	Beyond 60 cm girth upto and including 120 cm girth
341	Beyond 120 cm girth upto and including 240 cm girth
342	Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as spec ified.
343	Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termit e treatment (excluding the cost of chemical emulsion) :
344	Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete :
345	\"Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diamete r holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : \"
346	Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree an d plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole :
347	Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimummoisture content to 90% of Proctor\"s density consolidation by rolling with 8 to 10 tonne power rollerin layers not exceeding 20 c m thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by Engineer-in-Chargecomplete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge.
348	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 moisturecontent to 90% of Proctor\"s density, consolidation androlling with 8 to 10 tonne power rollerin 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.
349	Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :
350	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]
351	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]
352	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)
353	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]
354	Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources]
355	Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on dam p proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil.
356	Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer\"s sp ecification. [Note: Unit \"KG\" shall mean \"PER KG PER 50 KG OF CEMENT\"].
357	Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge.
358	Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level :
359	1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources]
360	Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with :
361	1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources]
362	Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas , lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cos t of centering, shuttering, finishing and reinforcement, with :
363	1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources]
364	Centering and shuttering including strutting, propping etc. and removal of form for all heights :
365	Foundations, footings, bases of columns, etc. for mass concrete
366	Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc.
367	Suspended floors, roofs, landings, balconies and access platform
368	Shelves (Cast in situ)
369	Lintels, beams, plinth beams, girders, bressumers and cantilevers
370	Columns, Pillars, Piers, Abutments, Posts and Struts
371	Stairs, (excluding landings) except spiral-staircases
372	Weather shade, Chajjas, corbels, etc. including edges.
373	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.
374	50 mm thick
375	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level :
376	Thermo-Mechanically Treated bars of grade Fe-500D or more
377	Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level :
378	Thermo-Mechanically Treated bars of grade Fe-500 D or more
379	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.] :
380	All works upto plinth level
381	All works above plinth level upto floor V level
382	Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] :
383	Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum]
384	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\"]
385	Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as wellas fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batch ing plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , ex cluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as pe r IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directionsof the Engineer-in-Charge. [Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately] :
386	All works upto plinth level
387	All works above plinth level upto floor V level
388	Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections.
389	Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts 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]
390	Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in :
391	Cement mortar 1:6 (1 cement : 6 coarse sand)
392	Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in :
393	Cement mortar 1:6 (1 cement : 6 coarse sand)
394	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in :
395	Cement mortar 1:3 (1 cement : 3 coarse sand)
396	Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level :
397	Cement mortar 1:3 (1 cement :3 coarse sand)
398	Extra for providing and placing in position 2 Nos. 6 mm dia. M.S. bars at every third course of half brick masonry.
399	Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete atall levels :
400	Area of slab up to 0.50 sqm
401	Area of slab over 0.50 sqm
402	Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar lo cation in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of c ut edges etc. complete.
403	Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75 x 50 cm deep and 1.8 cm thick, fixed in ur inal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or w ith cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per directions of the Engineer- in-Charge and finished smooth :
404	Granite Stone of approved shade
405	Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer),of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, inskirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete.
406	Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and d irections of the Engineer-in-Charge.
407	Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge.
408	Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construc tion with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face vene ers on both faces of shutters :
409	35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws
410	Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters :
411	80 x 1.20 mm M.S. laths with 1.20 mm thick top cover
412	Providing and fixing ball bearing for rolling shutters.
413	Providing and fixing Stainless Steel (Grade 304) railing made of Hollow tubes, channels, plates etc., including welding, grinding, b uffing, polishing and making curvature (wherever required) and fitting the same with necessary stainless steel nuts and bolts comple te, including fixing the railing with necessary accessories & stainless steel dash fasteners, stainless steel bolts etc., of require d size, on the top of the floor or the side of waist slab with suitable arrangement as per approval of the Engineer-in-Charge. [Note : For payment purpose only weight of stainless steel members shall be considered excluding fixing accessories such as nuts, bolts, f asteners etc.]
414	Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete :
415	Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides.
416	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. includingpre 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 orany 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).
417	Supplying & fixing welded steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iro n frame by welding, 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 directions of the Engin eer-in-Charge. [Note: This item is for openings in DG, Compresoor, Transformer/ VCB Room/ AVR Room. Angle iron frame shall be paid s eparately].
418	Supplying & fixing welded wire mesh door made from steel wire fabric of rectangularmesh 75 x 25 mm size, weight not less than 7.75Kg/sqm fixed on angle iron frame by welding, fixing of holdfast, hinges, door handles, tower bolts, aldrops (2 Nos.), painting withtwo coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer, excluding frame etc. complete in all respects i nclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Cha rge. [Note: Angle iron frame shall be paid separately].
419	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.
420	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.
421	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.
422	Providing and laying cement concrete flooring 25 mm thick of mix 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregates 12.5 mmnominal thickness), laid monolithically over base of concrete in panels at all locations and heights including treads of steps, nos ing, landing slab etc. and finished with a floating coat of neat cement @ 2.20 Kg of cement per sqm of flooring, supplying and fixin g 1.5 mm thick aluminium strips for full depth, chequering in floor finish if required, rounding, sloping, curing, finishing, prepar ation of slab, steps, 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. [Note: Payment for base concrete shall be made under relevant item].
423	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.
424	Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge :
425	In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
426	In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) :
427	Providing and laying flamed finish Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in requir ed design and patterns, in linear as well as curvilinear portions of the building all complete as per the architectural drawings wit h 18 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand) laid and jointed with cemen t slurry and pointing with white cement slurry admixed with pigment of matching shade including rubbing, curing and polishing etc. a ll complete as specified and as directed by the Engineer-in-Charge.
428	Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. al l complete as specified and as directed by the Engineer-in-Charge.
429	Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) :
430	Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete.
431	Providing and laying ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4(1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and mat ching pigment, etc. complete.
432	Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete :
433	Size of Tile 500x500 mm
434	Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete :
435	Size of Tile 500x500 mm
436	Providing and fixing removable raised/ false access flooring with system (Unitile Solid Feel (USF) 800 or equivalent) and its compon ents of approved make for different plenum height with possible height adjustment up to 50 mm, comprising of modular load bearing fl oor panels supported on G.I. rectangular stinger frame work and G.I. Pedestal etc. all complete, as per the architectural drawings, as specified and as directed by Engineer-in-charge consisting of: (A) Providing at required spacing to form modular framework, pedes tals made out of G.I. tube of thickness minimum 2 mm and 25 mm outer diameter, fully welded on to the G.I. Base plate of size 100mm x 100mm x 3mm at the bottom of the pedestal tube, G.I. pedestal head of size 75 mm x 75 mm x 3.5 mm welded with G.I. fully threaded stud 16 mm outer diameter with two G.I. Check nuts screwed on the stud for level adjustment up to 50 mm, locking and stabilizing thepedestal head in position at the required level. The pedestals shall be fixed to the sub-floor (base) through base plate using epox y based adhesive of approved make or the machine screw with rawl plug. (B) Stringers system in all steel construction hot dipped gal vanized of rectangular size 570x20x30x0.80 mm thick having holes at both ends for securing the stringers on to the pedestal head usi ng fully threaded screws ensuring maximum lateral stability in all directions, the grid formed by the pedestal and stringer assemblyshall receive the floor panel, this system shall provide adequate solid, rigid support for access floor panel. The system shall pro vide a minimum clear uninterrupted clearance between the bottom of the floor for electrical conduits and wiring etc. all complete asper the architectural drawings, as specified and as directed by the Engineer-in-Charge. (C) Providing and fixing Access Floor panelof 600x600x32 mm medium grade Filled Steel anti static high pressure Lamination of 800H grade (FS800H). Access Floor panel shall besteel welded construction with an enclosed bottom pan with uniform pattern of 64 hemispherical cones. The top and bottom plates of Steel Gauges: top 0.6 mm and bottom 0.7 mm fused spot welded together (minimum 64 welds in each dome and 20 welds along each flange) . The panel should be corrosion resistant epoxy coated for lifetime rust protection and cavity formed by the top and bottom plate isfilled with Pyrogrip non-combustible Portland cementitious core mixed with lightweight foaming compound. The access floor shall be factory finished with Anti-static High Pressure laminate with Non Warp technology up to 1 mm thickness for superior adhesion and Sur face flatness within 0.75 mm.The panel is to withstand a Concentrated Load of 363 Kg applied on area 25 mm x 25 mm without collapse in the centre of the panel which is placed on four steel blocks. The panel will withstand and Uniformly Distributed Load (UDL) minim um 1250 Kg/sq.m. and, an impact load of 50 Kg all complete as per the approved manufacturers specification and as per the direction of the Engineer-in-Charge. All specification must be printed on the side of the panel to ensure the quality of the product :
437	450 mm Finished Floor Height (FFH)
438	Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber b ased adhesives includingrolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgra de, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm n ominal size) as directed by the Engineer-in-Charge.
439	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 inclusiveof cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge.
440	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.
441	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.
442	Providing and fixing thermal insulation system for roof of VFD Room consisting of G.I. channels of size 50x50x5 mm thick all around periphery and intermediate runner of composite unit made of two channel sections at 1220 mm centre to centre fixed with G.I. dash fa stners 6 mm x 40 mm x 60 mm, fixing 50 mm thick Rockloyd Rockwool Slabs manufactured by M/s LLOYD INSULATIONS (INDIA) LIMITED or anyother approved equivalent brand of density 48 Kg/cum laminated with 0.05 mm aluminium foil on facing side having K-Value of 0.028 W mK on to the G.I. channels with neccessary G.I. wire netting & 20 mm S.T. screws at 150 mm c/c, fixing Gypsum Board or E-Board on tothe G.I. channels with self tapping screw, necessary beading at joints including cleaning the soffits, making openings for light fi ttings etc. with suitable peimeter framing all complete as per manufacturer\"s recommendations and directions of the Engineer-in-Char ge.
443	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.
444	Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion :
445	Coupler (110 mm)
446	Single Push-fit Coupler (110 mm)
447	Bend- 87.5 Degrees (110 mm)
448	Shoe - Plain (110 mm)
449	Providing and fixing Unplasticised PVC (uPVC) pipe clips (110 mm) of approved design to unplasticised-PVC rainwater pipes by means o f 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete.
450	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 detailsbefore installation :
451	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].
452	Providing, supplying, erecting and fixing in position 3 mm thick polycarbonate sheets of approved texture and colour for roof lighti ng. Sheets to be profiled to match metal sheets described in respective item above. Cost to include jointing, sealing with Butyl adh esives and tapes as per manufacturers specifications and all labour, tools, plants, temporary works, etc. all complete.
453	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.
454	Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow \"V\" groove, cl ipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres madeof double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a di stance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complet e as per manufacturer\"s recommendation and directions of the Engineer-in-Charge. [Note: Measurement shall be made wall to wall witho ut any deduction for openings, for payment purpose].
455	Extra over above item for providing perforated panels with non-woven tissue glued to panels.
456	15 mm cement plaster 1:2 (1 cement : 2 stone dust) on the rough side of single or half brick wall.
457	6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand)
458	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.
459	Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge.
460	Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface :
461	Water thinnable cement primer
462	Finishing walls with textured exterior paint of required shade :
463	New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm
464	Painting with synthetic enamel paint of approved brand and manufacture to give an even shade :
465	Two or more coats on new work
466	Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete.
467	Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour :
468	Two coats
469	Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of me mbrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemi cal parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d)Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane.
470	Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof 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] :
471	Nominal concrete 1:3:6 or richer mix (including equivalent design mix)
472	Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 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 todismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved bythe Engineer-in-Charge]
473	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 workarea shall be done prior to dismantling operations]
474	Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead asper direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the sameshall 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.]
475	Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per the directions of Engineer-in-Charge.
476	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.
477	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.
478	Providing and applying tack coat using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including prepari ng the surface & cleaning with mechanical broom :
479	With medium setting bitumen emulsion :
480	On W.B.M/ W.M.M. @ 0.4 Kg/sqm
481	Providing and laying seal coat over prepared surface of road with bitumen heated in bitumen boiler fitted with the spray set sprayin g using 98 kg of bitumen of grade VG-10 and blinding surface with 0.90 cum of stone aggregate of 6.7 mm size (Passing 11.2 mm sieve and retained on 2.36 mm sieve) per 100 sqm of road surface, including rolling and finishing with power road roller all complete. [No te: This item to be operated only with the prior approval of the Engineer-in-Charge].
482	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 :
483	New work (Two or more coats)
484	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.
485	Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications.
486	Providing and laying bituminous macadam using crushed stone aggregates of specified grading premixed with bituminous binder, transpo rted to site by tippers, laid over a previously prepared surface with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desire d compaction and density, complete as per specificatons and directions of the Engineer-in-Charge :
487	50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 3.50% (percentage by weight of total mix) prepared in Batch T ype Hot Mix Plant of 100-120 TPH capacity.
488	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 :
489	With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30
490	Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm) to wet mix macadam (WMM) specifica tion including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfini sher in sub-base/ base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achieve thedesired density, complete as per specifications and directions of the Engineer-in-Charge.
491	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 :
492	60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern.
493	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) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.]
494	Providing and fixing white vitreous china pedestal type water closet (European type) (Ref. Make: HINDWARE, Model: Cat No.-20058 or e quivalent approved) with seat and lid, 10 litre low level white vitreous china dual flushing cistern (Ref. Make: HINDWARE, Model: Ca t No.-21028 or equivalent approved) & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with spe cials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and bracket s, cutting and making good the walls and floors wherever required :
495	W.C. pan with ISI marked white solid plastic seat and lid
496	Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required :
497	Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern
498	Range of three urinal basins with 10litre white P.V.C. automatic flushing cistern
499	Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includ ing painting of fittings and brackets, cutting and making good the walls wherever require :
500	White Vitreous China Wash basin size 550x400 mm (Ref. Make: HINDWARE, Model: Cat No.-10010 or equivalent approved) with a pair of 15mm C.P. brass pillar taps

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Combined Station Works Of Mechanical, Civil, Electrical And Instrumentation Works And Other Facilities Under Kandla-Gorakhpur Liquefied Petroleum Gas ( Lpg ) Pipeline Project At Pipavav Combined Station Works Of Mechanical, Civil, Electrical, Nizamabad-Telangana

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