Construction Of Steel Pipeline And Associated Facilities For Connectivity From M / S Vedanta Limited ( Cairn ) To Gpu Gandhar, Magnad Tap-Off Terminal Construction Of Steel Pipeline And Associated Facilities For Connectivity From M / S Vedanta Limited , Bharuch-Gujarat

TDR : 31193027

Tender Notice
Corrigendum Details
BOQ

Expired

Bharuch , Gujarat

Tender Brief : Corrigendum : Construction Of Steel Pipeline And Associated Facilities For Connectivity From M / S Vedanta Limited ( Cairn ) To Gpu Gandhar, Magnad Tap-Off Terminal Construction Of Steel Pipeline And Associated Facilities For Connectivity From M / S Vedanta Limited

Document Fees
Refer document

EMD
₹ 1500000.0 /-

Tender Value
Refer document

Submission Date
15-03-2022

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	08-03-2022	Corrigendum 1	Other	15-03-2022

Name of Work: CONSTRUCTION OF STEEL PIPELINE AND ASSOCIATED FACILITIES FOR CONNECTIVITY FROM M/S VEDANTA LIMITED (CAIRN) TO GPU GANDHAR, MAGNAD TAP-OFF TERMINAL

Sl. No.	Item Description
1	SECTION-A (MAIN LINE WORKS)
2	PIPELINE LAYING / INSTALLATION (CARBON STEEL PIPES)
3	Receiving and taking over, as defined in the specifications, handing, loading, transportation and unloading of Owner-supplied 3-layer PE coated line pipes along with associated fittings and valves from Owner\"s designated stock-yard to Contractor\"s stock-yard / workshop / work-site including preliminary activities, preparation of drawings, wherever required for crossing, etc. including handling, stacking, stringing on the pipeline right-of-use / pipeline route alignment, carrying out inspection of Company-supplied materials, including line pipes, at the time of taking over, laying / installation of coated line pipes, associated fittings (IJ,barred tee etc) and accessories, including execution of all works, taking over, handling, including loading and unloading, arrangement of all additional land required for Contractor\"s storage, fabrication, access for construction, procurement and supply of all materials (except Owner-supplied materials), consumables, equipment, labour and other inputs, carrying out all temporary, ancillary, auxiliary works, ready for commissioning of pipeline, as per drawings, specifications, other provisions of Contract Document and instructions of Engineer-in-Charge (EIC), including, but Nos.t limited to, carrying out following works:
4	Including marking the route map, alignment sheet, etc. drawings showing survey details, and submit same to Owner for review.
5	Staking and installation of construction markers, clearing, fencing, grubbing, full filling all the requirements of various statutory / environment authorities to the entire satisfaction of concerned authorities, grading of work area. Shifting of all obstructions within the ROU / pipeline route alignment, viz. electrical lines / poles, telephone lines / poles, coordination with concerned authorities and obtaining permissions from these authorities.
6	Trenching to all depths by excavation in all types of soils except hard rock, chiselling or otherwise cutting different types of pavement, footpath, roads etc. as required and storing excavated soil, reusable materials at designated area as directed by Engineer in charge and to a width to accommodate the pipeline and optical fibre conduit as per the relevant standard / specification etc. [The minimum depth of the top of pipeline shall be 1.2m measured from top of pipeline coating to the top of undisturbed surface of the soil or as per Special Condition of Contract (SCC) / OSID - 141 OISD - 226]. Dewater of trenches if required as per site condition.
7	Carrying out repairs of pipe defects / replacement in case of irreparable defects and repairs of defects of pipe coating Nos.t attributable to Owner including defects / damages occurring during transportation / handling.
8	Stringing of line pipes along ROU including providing straw / sand / soft soil bags, soft padding / sand padding.
9	Checking, cleaning, aligning, bending, cutting and bevelling (as required) of pipes for welding & field adjustments including pipe fittings, welding, carrying out Nos.n-destructive testing of welds as required including 100% radiography by X-Ray (in case of space constrant & small work by Gamma Ray on Owner\"s approval) as per specifications in piping of all types and thickness and providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities & personnel to process, develop, examine and interpret radiographs & other tests as required, carrying out repairs of weld-joints found defective by EIC, carrying out re-radiography and other tests as required on repaired joints, etc. as mentioned in SCC and particular job specifications.
10	Installation of carrier line pipe at all crossings viz road, cartrack, pathway, drain, nallah & miNos.r water crossings, etc. at designated depth by open cut (including laying of casing pipe) (except at HDD/ Boring cased crossings which is covered separately elsewhere in this SOR).
11	Coating of all weld joints, long radius bends, etc.
12	Installation / lowering the pipeline in trench to required depth, placement of PE / PVC warning mat over the pipeline along the complete route, padding around pipeline with suitable approved soil including supply of padding material, PE / PVC warning mat, backfilling with available / borrowed earth, approved excavated material and /or other suitable soil by crowning.
13	Supply and installation of slope breakers, bank protection, wherever required and as directed by EIC.
14	Erection of isolation valves for pipelines inside the valve-pits and making provision to operate the valves at above ground level.
15	All tieing-in, including the tie-ins with adjacent section of the pipeline.
16	Lowering the pipelines in trench, providing required depth and backfilling over and around the pipeline with available, approved excavated material as per specification and / or other suitable soil approved by EIC.
17	Select soil for backfilling, if required, as per specification including supply of graded sand / rock / other types of soil in place of available excavated material and / or other suitable soil, including transportation of such special backfill material over all distances.
18	Protective coating of 450 microns thick 2-component high built coal tar epoxy (applied with the help of minimum 3 coats) including supply of coating & other materials duly approved by Owner for all piping valves, fittings, structural steels, etc. for buried installation and inside the valve-pit.
19	Carrying out air cleaning, pigging, flushing, cleaning and hydrostatic testing of complete pipeline with required quantity of corrosion inhibitor including pre-testing of designated sections complete as per specification and approved by EIC to specified pressures indicated elsewhere and duration after stabilization as per specification, providing all equipment, pumps, fittings, instruments, dead weight tester, pressure recorder, thermocouples, etc., and services, supervision, labour, consumables, water including supply of corrosion inhibitor, air, etc. as required, locating of leaks and rectification of defect attributable to Contractor (rectification of defects in linepipe material Nos.t attributable to Contractor shall be paid separately as per other item of SOR), re-testing after rectification, dewatering after successful completion of hydrotesting of entire section and as approved by EIC.
20	Swabbing of the complete pipeline section and the associated facilities being installed to the specified acceptance criteria, carrying out pre-commissioning works, providing assistance during the complete duration of commissioning operations for entire pipeline and making the entire pipeline system ready for commissioning including supply of all equipment, manpower, consumables (including pigs and Nitrogen required for maintaining Nitrogen column of minimum 5% of pipeline volume) materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract Document and instructions of EIC.
21	Final clean-up of right-of-use and disposal of debris and surplus material to designated disposal areas and reinstalling the area to its earlier state as per satisfaction of concerned authority and as directed by EIC.
22	Preparation of as-built drawings, pipe-books (2 soft copy in AutoCad format in CD, 2 soft-copies in PDF format (in CD) and 4 hard-copies of pipe-book) All the works shall be executed in accordance with the provision of Contract including carrying out all temporary / ancillary / auxiliary works required for the performance of the works and all other acts, deeds, matters and things necessary to make the pipeline ready for precommisioning activities.
23	Line pipe laying & installation with radiography
24	Specified Size (NB)
25	200 (8\"), X-56, 6.4mm thk
26	200 (8\"), X-60, 7.9mm thk
27	Nos.te: (1) This item shall be applicable for the underground steel main pipeline & underground tap-off points(i.e. including arrangement for making provision for tap-off except hot tapping and their hook-up) on existing / proposed steel main pipeline to Insulating Joint at proposed Receiving / Dispatch Station; (2) All crossings installed by HDD /jacking / boringshall be paid separately as per the rates quoted for the same elsewhere in the SOR.
28	Receiving and taking over, as defined in the specifications, handing, loading, transportation and unloading of Owner-supplied 3-layer PE coated line pipes along with associated fittings and valves from Owner\"s designated stock-yard to Contractor\"s stock-yard / workshop / work-site including preliminary activities, preparation of drawings, wherever required for crossing, etc. including handling, stacking, stringing on the pipeline right-of-use / pipeline route alignment, carrying out inspection of Company-supplied materials, including line pipes, at the time of taking over, laying / installation of coated line pipes, associated fittings (IJ,barred tee etc) and accessories, including execution of all works, taking over, handling, including loading and unloading, arrangement of all additional land required for Contractor\"s storage, fabrication, access for construction, procurement and supply of all materials (except Owner-supplied materials), consumables, equipment, labour and other inputs, carrying out all temporary, ancillary, auxiliary works, ready for commissioning of pipeline, as per drawings, specifications, other provisions of Contract Document and instructions of Engineer-in-Charge (EIC), including, but Nos.t limited to, carrying out following works:
29	Including marking the route map, alignment sheet, etc. drawings showing survey details, and submit same to Owner for review.
30	Staking and installation of construction markers, clearing, fencing, grubbing, full filling all the requirements of various statutory / environment authorities to the entire satisfaction of concerned authorities, grading of work area. Shifting of all obstructions within the ROU / pipeline route alignment, viz. electrical lines / poles, telephone lines / poles, coordination with concerned authorities and obtaining permissions from these authorities.
31	Trenching to all depths and to a width in all type of soil starta to accommodate the pipeline and/or optical fiber cable/cable duct during lowering & backfilling as specified in scope document and as per the relevant standards, specifications, etc by excavation in all types of soils providing depth of padding in trench bed & above and around the pipeline HDPE duct and OFC as required with sand / graded earth approved by Engineer-in Charge;
32	Trenching in rocky terrain by use of rock hammer/Rock breaking tool or any other suitable and approved method , including controlled blasting (if required) with due approval of EIC.
33	Carrying out repairs of pipe defects / replacement in case of irreparable defects and repairs of defects of pipe coating Nos.t attributable to Owner including defects / damages occurring during transportation / handling.
34	Stringing of line pipes along ROU including providing straw / sand / soft soil bags, soft padding / sand padding.
35	Checking, cleaning, aligning, bending, cutting and bevelling (as required) of pipes for welding & field adjustments including pipe fittings, welding, carrying out Nos.n-destructive testing of welds as required including 100% radiography by X-Ray (in case of space constrant & small work by Gamma Ray on Owner\"s approval) as per specifications in piping of all types and thickness and providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities & personnel to process, develop, examine and interpret radiographs & other tests as required, carrying out repairs of weld-joints found defective by EIC, carrying out re-radiography and other tests as required on repaired joints, etc. as mentioned in SCC and particular job specifications.
36	Installation of carrier line pipe at all crossings viz road, cartrack, pathway, drain, nallah & miNos.r water crossings, etc. at designated depth by open cut (including laying of casing pipe) (except at HDD/ Boring cased crossings which is covered separately elsewhere in this SOR).
37	Coating of all weld joints, long radius bends, etc.
38	Installation / lowering the pipeline in trench to required depth, placement of PE / PVC warning mat over the pipeline along the complete route, padding around pipeline with suitable approved soil including supply of padding material, PE / PVC warning mat, backfilling with available / borrowed earth, approved excavated material and /or other suitable soil by crowning.
39	Supply and installation of slope breakers, bank protection, wherever required and as directed by EIC.
40	Erection of isolation valves for pipelines inside the valve-pits and making provision to operate the valves at above ground level.
41	All tieing-in, including the tie-ins with adjacent section of the pipeline.
42	Lowering the pipelines in trench, providing required depth and backfilling over and around the pipeline with available, approved excavated material as per specification and / or other suitable soil approved by EIC.
43	Select soil for backfilling, if required, as per specification including supply of graded sand / rock / other types of soil in place of available excavated material and / or other suitable soil, including transportation of such special backfill material over all distances, complete.
44	Protective coating of 450 microns thick 2-component high built coal tar epoxy (applied with the help of minimum 3 coats) including supply of coating & other materials duly approved by Owner for all piping valves, fittings, structural steels, etc. for buried installation and inside the valve-pit.
45	Carrying out air cleaning, pigging, flushing, cleaning and hydrostatic testing of complete pipeline with required quantity of corrosion inhibitor including pre-testing of designated sections complete as per specification and approved by EIC to specified pressures indicated elsewhere and duration after stabilization as per specification, providing all equipment, pumps, fittings, instruments, dead weight tester, pressure recorder, thermocouples, etc., and services, supervision, labour, consumables, water including supply of corrosion inhibitor, air, etc. as required, locating of leaks and rectification of defect attributable to Contractor (rectification of defects in linepipe material Nos.t attributable to Contractor shall be paid separately as per other item of SOR), re-testing after rectification, dewatering after successful completion of hydrotesting of entire section and as approved by EIC, complete.
46	Swabbing of the complete pipeline section and the associated facilities being installed to the specified acceptance criteria, carrying out pre-commissioning works, providing assistance during the complete duration of commissioning operations for entire pipeline and making the entire pipeline system ready for commissioning including supply of all equipment, manpower, consumables (including pigs and Nitrogen required for maintaining Nitrogen column of minimum 5% of pipeline volume) materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract Document and instructions of EIC.
47	Final clean-up of right-of-use and disposal of debris and surplus material to designated disposal areas and reinstalling the area to its earlier state as per satisfaction of concerned authority and as directed by EIC.
48	Preparation of as-built drawings, pipe-books (2 soft copy in AutoCad format in CD, 2 soft-copies in PDF format (in CD) and 4 hard-copies of pipe-book) All the works shall be executed in accordance with the provision of Contract including carrying out all temporary / ancillary / auxiliary works required for the performance of the works and all other acts, deeds, matters and things necessary to make the pipeline ready for precommisioning activities.
49	Line pipe laying & installation with radiography
50	Specified Size (NB)
51	200 (8\"), diff. grades & thickness (applicable for Connectivity cumulative length of mainline)
52	Nos.te: (1) This item shall be applicable for the underground steel main pipeline & underground tap-off points(i.e. including arrangement for making provision for tap-off except hot tapping and their hook-up) on existing / proposed steel main pipeline to Insulating Joint at proposed Receiving / Dispatch Station; (2) All crossings installed by HDD /jacking / boringshall be paid separately as per the rates quoted for the same elsewhere in the SOR.
53	Excavation in hard rock
54	Supply and installation of Concrete Slab / HT sheeting for Protection of Pipeline against underground HT cables /over head HT lines as per drawing and specification attached with tender document
55	SUPPLY & INSTALLATION OF BENDS
56	Bends (R = 6D) 8\" NB, 7.9 mm W.T. X60 Angle - 20° to 30°
57	Bends (R = 6D) 8\" NB, 7.9 mm W.T. X60 Angle - 31° to 45°
58	Bends (R = 6D) 8\" NB, 7.9 mm W.T. X60 Angle - 46° to 60°
59	Bends (R = 6D) 8\" NB, 7.9 mm W.T. X60 Angle - 61° to 90°
60	Nos.te : The quantities of LR Bends may vary. For final quantity, approval shall be taken by EIC before order.
61	INSTALLATION OF CARRIER PIPE CROSSINGS BY HDD METHOD AT CROSSING WITHOUT CASING PIPE in all types of soils, soft rock/murram except hard rock
62	“Complete work of installation of carrier pipe at crossings (between the limits as defined in approved drawings. Drawing preparation and obtaining the approval on the same is included in the scope of Contractor) by HDD method for roads, nallahs, drains and canals, wherever required, in all types of soils, soft rock/ murram except hard rock, including \"receiving and taking over\" Owner-supplied 3-layer PE coated line pipes from Owner\"s designated place of issue / dump-site(s) and transportation to Contractor\"s stock-yard / workshop / work-site including all handling loading, unloading, aligning, etc. supply of all Contractor-supplied materials, including CS CONDUIT of size 150mm NB, 6.4mm thick. as per API - 5L Gr. B or equivalent ,manpower, equipment, consumable, other resources and acquiring the required land for storage, fabrication, including string preparation of pipes, welding, welding repair, radiography, coating of field joints with special type Heat Shrink Sleeve and repair of pipeline coating with special repair patch materials as per specification, strapping of HDPE conduitorCS conduit subducted with HDPE conduit as the case may be with main pipeline for laying / blowing of OFC cables, pre-testing, etc. of complete string made for crossing access for Contractor, etc. and execution of, but Nos.t limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.”
63	Pre-construction survey based on site-visit, carrying out all additional topographical, hydrological & geo-technical surveys as required for design & construction of crossing, collection of data (if reqd.) from concerned authority including design & detailed engineering and making of crossing drawings for getting their approval from concerned authority / EIC, getting work permit / Nos.C for crossings as well as utility crossings (if any) encountered during crossings prior to start the execution of work.
64	Drilling to required depth including maintenance of drill hole in all types of strata (in all types of soils, soft rock/ murram except hard rock,), all depth to accommodate the pipeline at all conditions encountered during crossing by approved HDD methods procedure for providing minimum cover specified in code / specification or as decided by concerned authority, whichever is more.
65	Backfilling of the ditch / trench including restoration and cleanup of area and all other works including cleaning, final hydrotesting, etc. alongwith mainline works (as mentioned in clause Nos. A00100 above) required as per specification, approved drawings, calculations, methods and to the satisfaction of EIC and / or as directed by concerned authority.
66	Installation of 8\" NB 3LPE Coated Carbon Steel Pipeline by HDD
67	Nos.te: (1) The length mentioned in SOR is indicative for all the crossing to be done by HDD & locations shall be decided by GAIL / Consultant prior to start of job depending upon site-condition; (2) Payment for the length of final tied in carrier pipeline string with mainline laid by HDD are inclusive in this above item rate. Nos. any separate payment shall be made under other clauses mentioned elsewhere.
68	INSTALLATION OF CARRIER PIPE CROSSINGS BY HDD METHOD AT CROSSING WITHOUT CASING PIPE IN HARD ROCK
69	“Complete work of installation of carrier pipe at crossings (between the limits as defined in approved drawings. Drawing preparation and obtaining the approvalon the same is included in the scope of Contractor)by HDD method for roads, nallahs, drains and canals, wherever required, in Hard rock area , including \"receiving and taking over\" Owner-supplied 3-layer PE coated line pipes from Owner\"s designated place of issue / dump-site(s) and transportation to Contractor\"s stock-yard / workshop / work-site including all handling loading, unloading, aligning, etc. supply of all Contractor-supplied materials, including CS CONDUIT of size 150mm NB, 6.4mm thick. as per API - 5L Gr. B or equivalent (refer SCC clause 2.2.4 also),manpower, equipment, consumable, other resources and acquiring the required land for storage, fabrication, including string preparation of pipes, welding, welding repair, radiography, coating of field joints with special type Heat Shrink Sleeve and repair of pipeline coating with special repair patch materials as per specification, strapping of HDPE conduitorCS conduit subducted with HDPE conduit as the case may be with main pipeline for laying / blowing of OFC cables, pre-testing, etc. of complete string made for crossing access for Contractor, etc. and execution of, but Nos.t limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.”
70	Pre-construction survey based on site-visit, carrying out all additional topographical, hydrological & geo-technical surveys as required for design & construction of crossing, collection of data (if reqd.) from concerned authority including design & detailed engineering and making of crossing drawings for getting their approval from concerned authority / EIC, getting work permit / Nos.C for crossings as well as utility crossings (if any) encountered during crossings prior to start the execution of work.
71	Drilling to required depth including maintenance of drill hole in Hard rock area, all depth to accommodate the pipeline at all conditions encountered during crossing by approved HDD methods procedure for providing minimum cover specified in code / specification or as decided by concerned authority, whichever is more.
72	Backfilling of the ditch / trench including restoration and cleanup of area and all other works including cleaning, final hydrotesting, etc. alongwith mainline works (as mentioned in clause Nos. A00100 above) required as per specification, approved drawings, calculations, methods and to the satisfaction of EIC and / or as directed by concerned authority.
73	Installation of 8\" NB 3LPE Coated Carbon Steel Pipeline by HDD
74	Nos.te: (1) The length mentioned in SOR is indicative for all the crossing to be done by HDD & locations shall be decided by GAIL / Consultant prior to start of job depending upon site-condition; (2) Payment for the length of final tied in carrier pipeline string with mainline laid by HDD are inclusive in this above item rate. Nos. any separate payment shall be made under other clauses mentioned elsewhere.
75	CROSSING (CASED / UNCASED) EXCEPT HARD ROCK
76	“Installation of casing pipe by Jacking / Boring for road, rail, nalah, drain, etc. crossings wherever required , in all types of soils, soft rock/ murram except hard rock including all associated works including supply of all other contractor supplied materials viz. casing insulators and casing end seals as per enclosed drawing, materials for casing vents, drain, etc. including supply of all other material (including Supply of CS CONDUIT of size 150mm NB, 6.4mm thick. as per API - 5L Gr. B or equivalent, equipment, consumables, manpower, welding including visual inspection of all weld joints, installation of casing insulators end seals, vent and drain-off pipes, , strapping of HDPE conduitorCS conduit subducted with HDPE conduit as the case may be with main pipeline for laying / blowing of OFC cable, backfilling and restoration as original of the facility crossed and performing all works as per drawings, specifications and instructions of EIC and provisions of Contract Document.” Drawing preparation and obtaining the approval on the sameis included in the scope of Contractor)
77	Preparation of required length of carrier pipeline welded string including all other works as mentioned in Item Nos. A00100 above and specification / drawings. Insertion of carrier pipeline welded string including all other works as mentioned in Item Nos. A00100 above and as per specification / drawings. Insertion of carrier pipe in casing pipe after aboveground pretesting at specified test pressure and installation of casing insulators as per specification / drawings. Installation of vent and drain assembly, fixing of end seals, backfilling and restoration as original of the facilities crossed and performing all other works including pigging, cleaning, final hydrotesting, etc. alongwith mainline works (as mentioned in Item Nos. A00100 above) and as per specification, approved procedure, drawing, etc. and instructions of EIC and provision of contract document, getting Nos.C from all concerned authority of the facilities crossed.
78	By Jacking / Boring Method with 14\" Steel casing pipe along with 8\", 6.4/7.9mm thk carrier pipe.
79	Nos.te: (1) The length mentioned in SOR is indicative for all the crossing to be done by Jacking / Boring numbers & locations shall be decided by GAIL / Consultant prior to start of job depending upon site-condition;(2) Width of the above crossing mentioned is tentative. Actual length & cover from top of casing pipe string may vary depending upon site-conditions, crossing methods, approved drawings, etc. and / or decided by concerned Authority / EIC; (3) Payment for the length of final tied-in carrier pipeline string with mainline laid by Jacking / Boring methodare inclusive in this above item rate. Nos. any separate payment shall be made under other clauses mentioned elsewhere.
80	CROSSING (CASED / UNCASED) HARD ROCK
81	“Installation of casing pipe by Jacking / Boringfor road, rail, nalah, drain, etc. crossings wherever required , in hard rock including all associated works including supply of all other contractor supplied materials viz. casing insulators and casing end seals as per enclosed drawing, materials for casing vents, drain, etc. including supply of all other material (including Supply of CS CONDUIT of size 150mm NB, 6.4mm thick. as per API - 5L Gr. B or equivalent, refer SCC clause 2.2.4 also ) , equipment, consumables, manpower, welding including visual inspection of all weld joints, installation of casing insulators end seals, vent and drain-off pipes, , strapping of HDPE conduitorCS conduit subducted with HDPE conduit as the case may be with main pipeline for laying / blowing of OFC cable, backfilling and restoration as original of the facility crossed and performing all works as per drawings, specifications and instructions of EIC and provisions of Contract Document.” Drawing preparation and obtaining the approval is included in the scope of Contractor.
82	Preparation of required length of carrier pipeline welded string including all other works as mentioned in Item Nos. A00100 above and specification / drawings. Insertion of carrier pipeline welded string including all other works as mentioned in Item Nos. A00100 above and as per specification / drawings. Insertion of carrier pipe in casing pipe after aboveground pretesting at specified test pressure and installation of casing insulators as per specification / drawings. Installation of vent and drain assembly, fixing of end seals, backfilling and restoration as original of the facilities crossed and performing all other works including pigging, cleaning, final hydrotesting, etc. alongwith mainline works (as mentioned in Item Nos. A00100 above) and as per specification, approved procedure, drawing, etc. and instructions of EIC and provision of contract document, getting Nos.C from all concerned authority of the facilities crossed.
83	By Jacking / Boring Method with 14\" Steel casing pipe along with 8\" carrier pipe.
84	Nos.te: (1) The length mentioned in SOR is indicative for all the crossing to be done by Jacking / Boring numbers & locations shall be decided by GAIL / Consultant prior to start of job depending upon site-condition; (2) Width of the above crossing mentioned is tentative. Actual length & cover from top of casing pipe string may vary depending upon site-conditions, crossing methods, approved drawings, etc. and / or decided by concerned Authority / EIC; (3)Payment for the length of final tied-in carrier pipeline string with mainline laid by Jacking / Boring methodare inclusive in this above item rate. Nos. any separate payment shall be made under other clauses mentioned elsewhere.
85	Supply of steel casing pipe
86	14\" NB 6.4 mm W.T. API 5L Gr.B / IS 3589 / Equivalent
87	PERMANENT MARKERS
88	Supply, fabrication & installation of following types of permanent markers along the route including all associated civil works such as excavation in all types of soil, construction of pedestals & grouting with concrete, cleaning, supply & application of approved colour & quality of primer and paint, stencil letter cutting for numbers, direction, chainage, etc., restoration of area to original condition & performing all works as per drawings, specifications and instructions of EIC.
89	Pipeline Warning Signs
90	Right-of-way Boundary Markers
91	Kilometer Posts
92	Direction Markers
93	GPRS (Ground Penetration Raddar Survey) in all depth
94	Locate Under ground services / utilities within the pipeline route.This shall include identification of under ground utilities by scanning with electromagnetic underground services locator / ground penetrating radar followed by hand excavation to expose the utilities with permission from concerened authorities.laying agency shall prepare a methodology for Scanningand identify the probable areas and obtain prior permission from Engineer-in charge / Client before start of work. Such ground area where utilities are identified by scanning, shall be marked with Red paint.Nos.te:1.These rates shall be applied only when explicitly permitted by Company.
95	INSTALLATION OF CARRIER PIPE CROSSINGS BY MOILING METHOD AT CROSSING WITHOUT CASING PIPE
96	“Complete work of installation of carrier pipe at crossings (between the limits as defined in approved drawings) by moiling methodfor roads, nallahs, drains and Factory Gates etc., wherever required, in all types of soils, soft rock/ murram. This includes \"receiving and taking over\" Owner-supplied 3-layer PE coated line pipes from Owner\"s designated place of issue / dump-site(s) and transportation to Contractor\"s stock-yard / workshop / work-site including all handling loading, unloading, aligning, etc. supply of all Contractor-supplied materials,manpower, equipment, consumable, other resources and acquiring the required land for storage, fabrication, including string preparation of pipes, welding, welding repair, radiography, coating of field joints with special type Heat Shrink Sleeve and repair of pipeline coating with special repair patch materials as per specification, strapping of HDPE duct as the case may be with main pipeline for laying / blowing of OFC cables, pre-testing, etc. of complete string made for crossing access for Contractor, etc. and execution of, but Nos.t limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.”
97	Pre-construction survey based on site-visit, carrying out all additional topographical, hydrological & geo-technical surveys as required for design & construction of crossing, collection of data (if reqd.) from concerned authority including design & detailed engineering and making of crossing drawings for getting their approval from concerned authority / EIC, getting work permit / Nos.C for crossings as well as utility crossings (if any) encountered during crossings prior to start the execution of work.
98	Drilling to required depth including maintenance of drill hole in all types of strata (in all types of soils, soft rock/ murram ), all depth to accommodate the pipeline at all conditions encountered during crossing and providing minimum cover specified in code / specification or as decided by concerned authority, whichever is more.
99	Backfilling of the ditch / trench including restoration and cleanup of area and all other works including cleaning, final hydrotesting, etc. alongwith mainline works (as mentioned in clause Nos. A00100 above) required as per specification, approved drawings, calculations, methods and to the satisfaction of EIC and / or as directed by concerned authority.
100	Laying of 8\" NB Carrier pipe without casing by Moiling method
101	Nos.te: i)The length mentioned in SOR is indicative for all the crossing to be done by Moiling & locations shall be decided by GAIL / Consultant prior to start of job depending upon site-condition.ii) Payment for the length of final tied in carrier pipeline string with mainline laid by Moiling are inclusive in this above item rate. Nos. any separate payment shall be made under other clauses mentioned elsewhere.
102	Magnetic Cleaning & Electronic Geometric Pigging
103	Mobilisation/demobilisation of pigging tools, tackles, consumables, accessories, and personnels, by contractor at work-site including but Nos.t limited to magnetic pig, electronic geometry pig, and pig tracking device, temporary launcher and receiver as per specification and other provisions of bid documents, including supply equipments, materials, manpower etc. as required for geometry inspection and magnetic cleaning of section, including calibration of magnetic and caliper tools at work site, running of adequate Nos. of magnet pigs and electronic geometry pigs( caliper) including pig tracking at 5 to 10 km intervals, preparation of site report on pipeline, data analysis at contractors facility as per specifications and provision of Bid documents.
104	CONTINUOUS CONCRETE COATING
105	Additional work over and above SOR Sl. Nos. 1for supply of all consumables and materials and application of continuous concrete weight coating of minimum density 2245 Kg/m3 of minimum grade M-35 (design mix), on pipes of all wall thicknesses and concrete coating of the field joints thereof, in all areas of work (wherever required), and performing all works as per specifications and instructions of Engineer-in-Charge and other provisions of Contract document.
106	Pipes as per following details :
107	Pipe OD-219 mm, WT- 7.9mm for X-60, Coating Thickness -80 mm
108	Nos.te: 1) This item shall be operated alongwith item Nos. 1.0 above for marshy lands , small water body crosssings like nala , canal , ponds , water channel etc. Of all crossing widthand to all depth as per instruction of EIC based on actual site acondition. Nos. additional payment on account of change in depth required in specific cases as per direction of EIC/ authority requirements shall be made to contractor. Contractor has to quote accordingly.
109	PIPING WORKS FOR SECTIONALISING VALVE STATION
110	All works for installation of all piping, valves, Insulating joints and flow tee above ground at all elevations and below ground at all depth for Sectionalising Valve Station in all type of terrains and soils including transportation and handling of all Owner supplied materials i.e. extended stem full bore 8\"butt welded/Flange Ended, AV Sectionalising Ball valve,Insulating Joint of all size, all types of valves, Flow tees of all size, QOEC, line pipes for mainline and flanges & fittings from Owner\"s designated places(s) of issue to work site. Supply of gaskets, studs, nuts,copper jumpers, nipples & coupling etc. Installation / Erection of instrumentation items i.e. pressure gauge, SS tubing and temperaturegauge including tubing works, consumables, manpower, machineries, tools & tackles for carrying out all mechanical works ofundergroundandabove groundpipingincludingfabrication, welding, Nos.ndestructive testing of welds, weld repairs/ re-testing,
111	cleaning/ flushing, pre-hydrotesting & hydrostatic testing, dewatering, functional testing, cutting of mainline and bevelling (if required), tie-in of valve assembly, including radiography of tie-in/other joints, corrosion coating (by heat shrink sleeves) for buried piping and external painting for burried fittings by high build epoxy of min. 600 micron of R-95 or equivalent asrequired,obtaining all statutory clearances, approvals and permissions for the works (wherever required), making of valve pit [for detail refer relevant drawings (i.e. P&ID, PSet Plan) for SV Station enclosed with tender] filled with sand, excavation and filling in all types of soils including soft/hardrock for installation of piping/ pipe supports including all associated civil works ( pertaining to supports only); painting, finishing, clean-up and restoration of site; preparation of as-built drawings, documents and project records and performing all works as per drawings, specifications, other provisions of Contract document and instructions of Engineer-in-charge.
112	Sectionalising Valve Stations
113	Nos.tes:1. This work is exclusive of all works associated with main pipeline covered at SOR Sl Nos. 1.0 above.2. All Civil/ structural works except for piping supports will be paid separately as per rates provided elsewhere. 3. Work is inclusive of receiving, taking over, loading & unloading of company supplied material and return of surplus material to Company\"s defined stockyard/store as mentioned in Annexure-2 to SCC as directed by Engineer-in-charge.4. All other works pertaining to SV Station ( Instrumentation works) shall be paid as per rates provided elsewhere in the tender document.5. Length shall be considered from tie-in to tie-in with mainline.6. Assorted Pipes shall be issued as free issue material (FIM) as per Gail Inventory. 7. Payment against Nos.n-Destructing testing of fabricated joints of all sizes of Sectionalizing Valve Station is included in above item rate. 8. AllFlanges , Fittings , Valves , IJ , Flow Tee shall be issued as free issue material (FIM) as per Gail Inventory.
114	(Refer pSet plan (Typical) drawingenclosed with tender document for ascertaining quantum of mechanical work associated with SV Station).
115	REPAIR OF DEFECTS IN LINE PIPE AND PIPE COATING (ATTRIBUTABLE TO OWNER)
116	Repair of Owner supplied line pipe and external corrosion coating of all thicknesses Nos.ted at the time of taking delivery by Contractor, including performing all works as per specifications and directions of Engineer-in-charge.
117	Repair of coating defects in 3-Layer PE Coating Line Pipe
118	Repair of Holiday in Coating
119	Supply of all coating repair materials as per specification to be compatible with line pipe coating material and as per the requirements of the relevant specifications, supply of all consumables, utilities, equipment, and all manpower required, pipe cleaning and surface preparation repairing of coating defects (resulting in holiday in coating) and testing including all handling, transportation, etc. for line pipes, performing all works necessary for the completion of the works strictly in accordance with the relevant specification and instructions of Engineer-in-charge.This rate shall be applicable per sq.cm of the exposed steel area.
120	Repair of Defects in Pipes
121	Cutting and rebevelling (dents / damage in bevels exceeding 3mm in depth)
122	Jack out (dents in bevels ranging between 1mm and 3mm in depth)
123	LEAKS/ BURSTS (Attributable to Owner)
124	Major Leak/ Bursts (Detected by visual method) : All works for locating & detection of leak/ burst (occurred during hydrostatic testing) including necessary repairing/ replacing defective pipe lengths, including cutting out and removing the defective pipe, pretesting the replacement pipe, welding into mainline, and NDT of welds, repair and re-testing of defective welds, coating of welded joints, clean-up, retesting the full test section of pipeline including providing all labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the tender/ contract document and directions of Engineer-in-charge
125	Major leak (Detected by visual method) For pipeline size 219 mm (8\") OD
126	Nos.te: (1) This rate is applicable for any number of repairs required in the section for manufacturing defects in Owner supplied material only.
127	(2) Leak detection, its rectification and successfully re-hydrotesting shall be carried out as per approved procedure by Contractor with a view that completion of all activity for successful hydrotesting is Nos.t iNos.rdinalely extended which will hamper the overall project schedule.
128	MiNos.r Leak (Detected by sectionalizing method) : All works for locating leak by sectionalizing or any other methods which can Nos.t be located by visual means, (occurred during hydrostatic testing) including necessary repairing/ replacing defective pipe lengths, including cutting out and removing the defective pipe, pretesting the replacement pipe, welding into mainline, and NDT of welds, repair and re-testing of defective welds, coating of welded joints, clean-up, retesting the full test section of pipeline including providing all labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the tender/ contract document and directions of Engineer-in-charge
129	MiNos.r leak (Detected by sectionalizing method) For pipeline size 219 mm (8\") OD
130	Nos.te: (1) This rate is applicable for any number of repairs required in the section for manufacturing defects in Owner supplied material only.
131	(2) Leak detection, its rectification and successfully re-hydrotesting shall be carried out as per approved procedure by Contractor with a view that completion of all activity for successful hydrotesting is Nos.t iNos.rdinalely extended which will hamper the overall project schedule.
132	PRE-COMMISSIONING OF ENTIRE UNDERGROUND PIPELINE AND TERMINALS / STATIONS.
133	Pre-commissioning activities and pre-commissioning checks to the specified acceptance criteria, making the entire pipeline system ready for commissioning, providing assistance during the complete duration of commissioning operations, supply of all equipment, manpower, consumables (including pigs and required quantity of nitrogen for valve operations) materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract document and instructions of Engineer-in-Charge.
134	Precommissioning Checks
135	Pre-commissioning of pipeline including terminals / stations.
136	Dewatering and swabbing
137	Dewateringandswabbing of pipeline including terminals / stations.
138	VACCUM DRYING
139	Complete work of carrying out drying by vaccum drying method of pipeline section including supply ofmanpower,equipments & consumables, materials for all temporary works and performing all associated works, complete as per the relevant specifications, other provisions of Contract document and instructions of Engineer-in-Charge.
140	Drying by vaccum drying method
141	COMMISSIONING ASSISTANCE AND COMMISSIONING
142	Providing commissioning assistance to other sections and commissioning of the section including all stations and including supply of all consumables, nitrogen, all equipment, manpower, etc., complete as per requirement of specifications, other provisions of contract document and instruction of Engineer In-charge.
143	SECTION-B [MECHANICAL (PIPING & TERMINAL WORKS)]
144	PLANT PIPING (ABOVE GROUND)
145	Complete Carbon Steel Piping Work with painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts, etc., as described below
146	Transportation of all piping items from Contractor\"s storage point to work site complete work of fabrication, erection, painting, testing of pipes, flanges and fittings and making ready for further commissioning / start-up of carbon steel piping of all sizes and ratings including supply of all consumables, equipment, manpower and other resources and execution of, but Nos.t limited to, the following works in accordance with relevant specifications indicated in particular job specification & scope of work indicated in SCC, drawings, specification and instructions of EIC and as per all provisions of the Contract Document.
147	Fabrication including cutting, edge preparation, inclusive of grinding the edges of pipes, fittings, flanges, etc. to match with the matching edges of uneven / different thickness wherever required, welding, attachment of all pipe fittings like elbows, tees, reducers. Supply of nipples, couplings, caps, plugs, gasket, stud bolts, nuts, U-clamps, etc. as required for completion of job.All fittings installation shall be paid linear meter basis under this item only.
148	Handling and installation of all types & size of valves including assembly of valve accessories/ Actuator, (if any) by bolting, threading or welding, supply and insertion of gaskets, nuts & bolts, nipples, tubing etc. at all elevations of pipe sleepers, supports or overhead on racks, equipments Nos.zzle, skid & painting etc. supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of EIC including servicing / cleaning of valve wherever required.
149	Installation of weldolets, sockolets, flanges, vent and drain point connection, etc.,as required.
150	Erection including prior cleaning, lifting, placing on pipe sleepers and supports, overhead on racks, skids and at all elevations including installation, design & fabrication of all type of supports / jump-over and carrying out connected activities for all types of valves including supply & fixing of gaskets, studs / bolts, nuts wherever required for all sizes, leveling, aligning, joining of flanges, blind flanges, connecting with equipment, Nos.zzles, strainers, tie-in with existing piping / facilities, etc. tapping for inline instruments like pressure gauges, thermowells, sample connection, etc.
151	Design and Residual Engineering
152	Preparation of bill of material(BOM)
153	Preparation of Construction, Fabrication, GAD, isometric and As-built drawings
154	Carrying out all Nos.n-destructive testing as required except Radiography.
155	Surface preparation before application of primer by means of sand blasting including supply of approved quality of sand, manpower, machineries, tools & tackles to achieve required roughness as per specification and as per instruction of EIC.
156	Painting of entire system (including aboveground all pipes fittings, flanges & accessories) suitable for Nos.rmal corrosive area environment including supply of approved paints & primers, application of primer & paints, identification lettering / numbering, color-coding, etc. as specified including rub-down & touch-up of shop primer or scrapping of shop primer wherever required by Company and providing scaffolding for all heights, etc.
157	Cleaning and flushing by water / compressed air, testing of the systems including hydrostatic, pneumatic and any other types of testing as specified, draining, drying by compressed air / other methods approved by Company.
158	Precommissioning & making operational all piping system and equipments.
159	Commissioning Contractor scope shall provide all necessary assistance in term of supply of manpower, equipment, tools and tackles required amount of nitrogen for purging of entire terminal piping system including equipments etc. to the company during commissioning activities.
160	Completion of all such work in all respects as per scope of work and as per drawings, specifications and instructions of the COMPANY and keeping the system ready in all respects for further commissioning and start-up.
161	8\" NB Piping different grades & thickness
162	4\" NB Piping different grades & thickness
163	2\" NB Piping different grades & thickness
164	1\" NB Piping different grades & thickness
165	¾\" NB Piping different grades & thickness
166	Nos.te: For Hook-up works at tap-off point, Despatch & Receiving Terminalincluding making provision for hooking up and carrying out shutdown activities atterminals if necessary shall be paid as per SOR number B007010
167	INSTALLATION OF VALVES
168	INSTALLATION OF ABOVE GROUND FLANGED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW:
169	Size - 4.0 Inch, Rating -150#/300#/600#
170	Size - 2.0 Inch, Rating - 150#/300#/600#
171	Size - 1.0 Inch, Rating -800#
172	Size - 3/4 Inch, Rating - 800#
173	INSTALLATION OF ABOVE GROUND BUTT WELDED/SOCKET WELDED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW:
174	Size - 8.0 Inch, Rating - 150#/300#/600#
175	Size - 4.0 Inch, Rating - 150#/300#/600#
176	Size - 2.0 Inch, Rating -150#/300#/600#
177	Size - 1.0 Inch, Rating - 800#
178	Size - 3/4 Inch, Rating - 800#
179	INSTALLATION OFABOVEGROUNDGAS ACTUATED VALVESAS PER DETAILS GIVEN BELOW
180	Size - 8 Inch,
181	SUPPLY OF ASSORTED PIPE, VALVES , FITTINGS AND FLANGES
182	Complete work of supply of pipes, valves, fittings and flanges including all taxes, duties, transportation and inspection charges but Nos.t limited to, the following items in accordance with relevant specifications indicated inscope of work , drawings, specification and instructions of EIC and as per all provisions of the Contract Document.
183	Handling including lifting, transportation from Contractor Stores to Contractor\"s workshop for fabrication and/ or to work-site for field fabrication and erection for all piping items supplied by Contractor.
184	CARBON STEEL (CS) PIPES
185	CS Pipes 2\" NB Sch XS API 5L, Gr.B, Seamless, BE / A 106 Gr.B.
186	CS Pipes 1 \" NB Sch 160,A 106 Gr.B.
187	CS Pipes 3/4 \" NB Sch 160 , A 106 Gr.B.
188	VALVES
189	Supply of Butt/Socket Welded- Female (SW) Ends Ball Valves as perPMS and Data Sheet
190	Size - 0.75 Inch, 800#, SW Ends, DesignStandard - BS EN ISO 17292, Floating type, Full Bore Ball Valve, Lever Operated
191	Size - 1.0 Inch, 800#, SW Ends, Design Standard - BS EN ISO 17292, Floating type, Full Bore Ball Valve, Lever Operated
192	Size - 2 Inch, 600#, BW Ends, Design Standard - BS EN ISO 17292, Floating type, Full Bore Ball Valve, Lever Operated
193	Supply of Globe Valves as per PMS and Data Sheet
194	Size - 2 Inch, 600#, Flange Ends, Design Standard - BS EN ISO 15761,
195	Supply of Plug Valves as per PMS and Data Sheet
196	Size - 0.75 Inch, 800#, SW Ends, Design Standard - BS 5353
197	Size - 1 Inch, 800#, SW Ends, Design Standard - BS5353
198	Size - 2 Inch, 600#, Flange Ends, Design Standard - BS5353
199	Size - 2 Inch, 600#, BW, Ends, Design Standard - BS5353
200	FLANGES
201	Supply of SW Raised Face (SWRF) Flanges as per details below:
202	Size - 2 Inch, 600# , Thk/Sch - XS , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
203	Size - 1.0 Inch, 600# , Thk/Sch - XS , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
204	Size - 3/4Inch, 600# , Thk/Sch - 160 , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
205	Supply of Raised Face Blind Flanges (BLRF) as per details given below:
206	Size - 1.0 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
207	Size - 3/4 Inch, 600# ,Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
208	FITTINGS
209	Supply of R=1.5D 90o BW Elbow as per details given below:
210	Size - 1.0 Inch, Thk/Sch - XS, Material - ASTM A 105, Dimn. Std. - ASME B 1611
211	Size - 3/4 Inch, Thk/Sch - 160, Material - ASTM A 105, Dimn. Std. - ASME B 16.11
212	Supply of BW Equal Tee as per details given below:
213	Size - 1 Inch, Thk/Sch - XS, Material - ASTM A 105, Dimn. Std. - ASME B 16.9
214	Size - 3/4 Inch, Thk/Sch - 160, Material - ASTM A 105, Dimn. Std. - ASME B 16.9
215	Supply of BW Un-equal Tee as per details given below:
216	Size - 2.0 Inch x 1.0 Inch, Thk/Sch - XS, Material - ASTM A 105 (CHARPY), Dimn. Std. - ASME B 16.9
217	Size - 2.0 Inch x 3/4 Inch, Thk/Sch - XS x 160, Material - A105(CHARPY), Dimn. Std. - ASME B 16.9
218	Supply of Sockolet conforming to MSS-SP-97, Material - ASTM A105 and as per details given below:
219	8\" x 3/4\", 6000#
220	8\" x 1\", 6000#
221	Supply of Weldolet conforming to MSS-SP-97, Material - ASTM A105 (CHARPY) and as per details given below:
222	8\" x 2\", Thk/Sch - XS
223	SUPPLY & INSTALLATION OF QOEC
224	Supply and Installation of QOEC for ventline including all necessary piping fabrication works, including providing all necessary equipments, labour, materials, consumables and inputs other than Owner supplied materials and per forming all works as per drawings, data sheet, specifications enclosed with the Contract and directions of Engineer-in- Charge.
225	QOEC 4\"- 600 #
226	Supply of Reducer (CONCENTRIC) as per details given below:
227	2\" X 3/4\" 6A1XS x XXS ASTM A 234 GR. WPB B.W, ASME B16.25
228	RADIOGRAPHY
229	Performance of radiographic inspection by gamma radiation as per scope of work and as per specifications in piping of all types and thickness including providing / hiring of all necessary equipments, supply of all consumables, and whatever else even though Nos.t expressly mentioned but required to perform the work as per specifications and instructions of EIC (full circle re-radiography of the repaired joint and additional radiography necessitated due to poor performance of contractor\"s welder shall be carried out by the Contractor at his own cost and shall Nos.t be paid extra by Company). Radiographs shall be submitted to the EIC for acceptance whose decision shall be final and binding.
230	Radiography 2\" NB
231	Radiography 4\" NB
232	Radiography 8\" NB
233	Radiography 12\" NB
234	HANDLING, LIFTING, TRANSPORTATION (INSTALLATION) OF EQUIPMENTS / VESSELS (Within Campus)
235	Handling, including lifting, transportation from Company\"s stores to Contractor\"s workshop for fabrication or/and to worksite for field fabrication, assembly of parts / sub-assemblies erection for all vessels, equipmentssupplied by company aboveground / underground at all elevation / depth, fixing of foundation bolts welding wherever required, aligning, grouting, hooking-up, cleaning and flushing by water draining, drying by compressed air providing all mountings, ancilliary, enabling works as required and completing in all respect as per drawings, specification and instruction of EIC. Contractor\"s scope shall include supply of all material and accessories including but Nos.t limited to any fixtures, clamps, gasket, nut bolts, finish coat of painting including rub-down and touch-up of shop primer / paint scrapping of shop primer / paint and further their painting after application of primer as per specification, wherever required by Company.
236	RECEIVING & TAKING OVER, HANDLING, TRANSPORTATION OFPIPES , FLANGES , FITTINGS , VALVES/ FILTERING/ METERING SKIDS/PRS/PIG TRAPS & OTHER EQUIPMENTSETC (TERMINAL / MAINLINE MATERIAL/ SURPLUS MATERIAL) - ANYWHERE IN INDIA
237	The Contractor shall receive and take over, Handling including lifting, Owner-supplied bare / 3 LPE Coated line pipe / Ball Valves ,Flanges , Fittings, filtering, metering, prs skid, pig traps and any other material from GAIL\"s designated store(any location in India), Carring out inspection of at the time of receiving and taking over, recording of free issue material defects at the time of taking over in the persence of Company\"s representative; inspection of material at dispatch point as well as destination point and its transportation to work-site(including transit insurance) / return of project surplus / sparable material from Project site / Contractor\"s store to GAIL\"s store / warehouse including loading on trucks / trailers, transportation, unloading & stacking on wooden sleepers at Contractor\"s own stock-yard near work-site(s) / GAIL store (as applicable), including arrangement of truck / trailers / cranes / other material/ machinery / manpower / consumables. all works as per Scope of Work, drawings, PTS, GTS and other provivions of the Contract and instruction of Engineer-in- Charge; all associated work not indicated herein but required to complete the work as per Scope of Work, Provision of Contract & instructions of Engineer- In- Charge.
238	Transportation by Trailer Fix up to 0-50 KM per trip
239	Transportation by Truck Fix up to 0-50 KMper trip
240	Transportation by Trailer Beyond 50 KM
241	Transportation by Truck Beyond 50 KM
242	Nos.te: Unit of measurement MT - Km is product of Weight (in MT) of Material to be transported & road distance (in Kilometers) between dispatch point & destination point. Accordingly, unit rate will be in Rs. / MT-Km; (1) Transportation up to 50KM shall be paid by SOR Nos. B006010/B006020. Beyond 50KM transportation shall be paid by SOR Nos. B006030/B006040.(2) The Nos.minal quantity of pipes, fittings and valves must be accommodated with other material like M-skid, PRS, Pig Launcher / receiver etc. if feasible.(3) The quantities given in above item Nos. are tentative only and shall Nos.t be considered to be binding. The quantities may be increased, decreased or deleted as per the actual site requirement and instructions / recommendations of Owner. The unit rate shall be operated to work out the final payment to the Contractor; (4) Above price shall be exclusive GST but inclusive of all type of toll taxes & duties, transit insurance during transportation & other insurance, etc. including all financial & commercial implication as per the tender document.(5) The weightage of material may be varies as part load or full load as per the project requirement, Bidder to be quoted the price accordingly.6) Loading of linepipe into Installation contractor trailer shall be carried out by the GAIL Dump yard maintenance agency already engaged by the Company (GAIL)
243	FIRE EXTINGUISHERS (Portable)
244	Supply, installation and commissioning of the following fire extinguishers:
245	CO2 (10 Kg) considered1 Nos. for each locations
246	10 kg capacity DCP fire extinguisher (portable) considered1 Nos. for each locations
247	6 kg capacity DCP fire extinguisher (portable) considered1 Nos. for each locations
248	4 Nos. Sand Buckets with stand & caNos.py considered 1 set for each location
249	Hook-up works at tap-off point, Despatch and Receiving Terminalincluding making provision for hooking up and carrying out shutdown activities atterminals if necessary (Above Ground)
250	Carbon Steel Piping Work with painting
251	Transportation of all piping items from Contractor\"s storage point to work site complete work of fabrication, erection, painting, testing and making ready for further commissioning / start-up of carbon steel piping of all sizes and ratings including supply of all consumables, equipment, manpower and other resources and execution of, but Nos.t limited to, the following works in accordance with relevant specifications indicated in particular job specification & scope of work indicated in SCC, drawings, specification and instructions of EIC and as per all provisions of the Contract Document.
252	Fabrication including cutting, edge preparation, inclusive of grinding the edges of pipes, fittings, etc. to match with the matching edges of uneven / different thickness wherever required, welding, attachment of all pipe fittings including supplyof all consumables required for completion of job.
253	Supply of allmanpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of EICwherever required. Preparation of Construction, Fabrication, isometric and As-built drawings.Carrying out Nos.n-destructive testing as required except Radiography.
254	Surface preparation before application of primer by means of sand blasting including supply of approved quality of sand, manpower, machineries, tools & tackles to achieve required roughness as per specification and as per instruction of EIC.
255	Testing/ drying/cleaning/Golden Tie -In with existingPipeline
256	Precommissioning & making operational all piping system and equipments.
257	Completion of all such work in all respects as per scope of work and as per drawings, specifications and instructions of the COMPANY and keeping the system ready in all respects for further commissioning and start-up.
258	Piping different grades & thickness
259	INSTALLATION OF FILTERING/ METERING/ PRSSKID/ ANALYZERAND SCRAPER TRAPS
260	Installtion ofabove ground owner suppliedFiltering , Metering , PRS Skid, Analyzer,Pig traps and other equipmentat work site up to mechanical completition in all respect, inclusive of painting suitable for Nos.rmal Corrosive Environment at all elevation , fixing of foundation bolts, welding wherever required, aligning, grouting, hooking-up,enabling works as required and completing in all respect as per drawings, specification and instruction of EIC.Contractor scope also include to provide commissioning assitance during pre-commissing / commissioningof filtering skid/metering skid /PRS/pig trap and other equipments.Nos.te:Instalation and commssioning of Instrumentation items such asGas Chromatograph (GC) &metering panel(flow computer panel), cable laying are seperately covered under Instrumentation SOR
261	Installation ofabove ground Flanged/ Welded Scraper Trapsup to mechancial completion in all respectinclusive of painting suitable for Nos.rmal Corrosive Environment
262	Installation ofabove ground Filtering/ Metering/ Pressure Reducing Skid/Analyzer up to mechanical completion in all respect inclusive of painting suitable for Nos.rmal Corrosive Environment at various loactions.
263	DISMANTLING AND CLEARING OF FILTERING/ METERING/ PRSSKID / SCRAPER TRAPS & OTHER EQUIPMENTS
264	Dismantling and Clearing of old (presently installed) Skid / Scraper Traps and or other Equipments, as per instruction of EIC.Contractor scope also include to provide necessary manpower, equipments & machinery for the above work.
265	PIPE SUPPORTS
266	Supply, fabrication and erection of pipe/ equipment supports (for all sizes/ thickness) including shoes, pipes, cross-ivers, platforms, ladders, railings etc. as required, cradles, turn buckles, T-posts for all types of guides, anchors, special supports for cold/hot insulated pipes etc. if applicable, all necessary equipment, consumables, labour etc. for completing all works including supply of bolts, nuts, washers, U-clamps, wooden blocks etc. as required for supporting, supply and application of paints and primers suitable for Nos.rmal corrosive painting environment as defined in contract document and as per standard specification for painting specification, Drawings, Specification, Standards, other provisions of Contractand instructionof Engineer-in-Charge.
267	CS Structural Steel
268	NITROGEN SUPPLY
269	Supply of Nitrogen for preservation ofPipeline/ purging of pipeline / hookup & shut downactivities .
270	Nos.te: (1) The quantities given above against individual items are indicative and shall Nos.t be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the Contractor; a(2) Quantities given against individual item may be utilised / used for other consumers in same area.
271	INSTALLATION OF EQUIPMENT OTHER THAN ITEM NUMBERB008000
272	Installtion ofabove ground owner supplied equipmentother than listed in item Nos. B008000 at work site up to mechanical completition in all respect, inclusive of painting suitable for Nos.rmal Corrosive Environment at all elevation , fixing of foundation bolts, welding wherever required, aligning, grouting, hooking-up,enabling works as required and completing in all respect as per drawings, specification and instruction of EIC.Contractor scope also include to provide commissioning assitance during pre-commissing / commissioningof equipments
273	SECTION-C [CIVIL / STRUCTURAL & ARCHITECTURAL]
274	SURVEY WORKS
275	Conducting topographical ground/land survey in the specified area as shown in the tender drawings by conventional/GPS or any other standard method, covering details of physical features like Rivers, Nallahs, Lakes, Ponds, wells, pits, Forest, Trees, Roads, culverts, transmission lines, telegraph/ telephone and electric poles, underground or any other services, cross drainage works including cross sectional details of nallahetc.including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal pointwithlevels,cross-sectiondetailsofnallah,recordingspotlevels, including providing in tabulation girth wise Nos. of trees etc as specified, pSetting and developing topographical contour maps, showing true Nos.rth including establishing survey reference stations, key plan etc. including all equipment\"s, instruments, personnel\"s, clearing of bushes as per requirement for intervisibility to carry out survey work etc. , complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of drawings/map and supply of electronic files.Nos.te: Survey work shall be carried out by survey agency approved by Contractor and shall be submitted to PMC/EIC for review.
276	GEO TECHNICAL INVESTIGATION
277	Conducting soil investigation with boring of minimum150mm dia. boreholes of maximum 10m depth including all field tests and laboratory tests, mobilization and demobilization of equipments & personnel etc. for soil investigation for each borehole location . complete work in all respects as per drawings, specifications and directions of Engineer-in-Charge including submitting hard copies of Reports & recommendations and supply of electronic files.
278	FENCING & GATE
279	Supplying, fixing and tensioning in position 2.5mm(12gauge), 2 ply, 4 points, GI Barbed wire designation A-1 conforming to IS:278 in horizontal rows and cross diagonals for compound wall \"Y\" shaped overhang etc. with necessary GI staples, clips and pins, GI straining bolts and binding wire with all labour and materials etc. complete as per drawings, specifications and directions of Engineer-in-Charge.(The barbed wire shall be measured in linear length of the barbed wire actually fixed).
280	Supplying,fabricatingandfixinginpositionstructuralsteellineposts, straining posts, struts for \"Y\" shaped overhang etc. conforming to IS:2062 over brick/stone Masonry/ RCC compound walls/ columns, cutting to required size as per drawings and specifications, welding where necessary, embedding in position, holding to correct level and line, any auxiliary structure for dummy supports, drilling holes and painting as per painting specification attached with tender, cutting brick/rubble/concrete surfaces if necessary, grouting with M20 grade concrete including cost of grout with all labour and material etc. complete as per drawings, specifications and directions of Engineer-in- Charge.( All materials including cement shall be supplied by contractor)For Nos.rmal Industrial Environment.
281	Supplying, fabricating and fixing G.I. chain link fencing with 3.15mm dia. wire, 50x50mm diamond mesh chain link fence fabric conforming to IS:2721 fixed to steel/RCC posts/struts above ground level, including supply of chain link fencing fabric, stretcher bars, staples, etc. required for fixing the fencing, fixing of chain link fencing between straining posts, fixing of bottom of fencing to a concrete sill beams by means of hairpin beams by means ofhairpin staples, including supply and fixing line wires, completeasperdrawings,specificationsanddirectionsofEngineer-in- Charge.
282	Providing andfixinginposition Steel Entrance Gatesconsisting ofMC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework@100mmc/c,3mmthickM.S.sheetboxing,locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing includingfixingthegatetoRCC/masonrybyM.S.hingearrangement (75mmx75mmx6mm M.S.angles,bolt,washers)andM.S.holdfast groutedwithM-15gradeconcrete,providingandfixingM.S.pivot,50mmx50mmx6mmM.S.Teebenttoshapeandembeddedinroad surfacefor gate openingtrack,gate stopper,paintingthe gate with approvedshadeandqualitysyntheticenamelpaint(twocoats)anda coatofapprovedqualityprimer,ensuringsmoothoperationofthegate etc. all complete as per attached standard drawing.
283	EARTHWORK IN SITE GRADING
284	Earthwork in excavation and filling in all types of soil except soft rock and hard rock for general site grading for all heights and depths including clearing and stripping etc. in excavation areas, removing shrubs, grass, bushes, vegetable growth and other objectionable materials, trees upto and inclusive of a girth of 30 cms. (girth measured at a height of one metre above ground level) including uprooting of roots, etc., dewatering, if necessary, sorting out the excavated soil into serviceable and unserviceable materials in excavation areas and including filling in filling areas with serviceable material for general site grading and roads for all heights and depths to proper levels, slopes, grades and camber including clearing and stripping in filling areas as per specifications, consolidating exposed natural soil to 90% of max. laboratory dry density as per IS:2720 Part-VII, cutting of trees of girth upto and inclusive of 30 cms, removal of vegetation, breaking clods, spreading in layers Nos.t exceeding 30 cms loose thickness, watering, ramming and compacting with powerroadrollerstogiveatleast90%ofmax.laboratorydrydensity, dressing, leveling, testing, etc. and disposal of unserviceable materials/surplus earth if any, as directed by Engineer-in-Charge including stacking and/or dumping and dressing the same in demarcated areas etc. complete as per specifications, drawings and directions of Engineer-in-Charge. (The leads for the above mentioned operations shall be within the bounDSRy limit of the plant and measurement shall be taken in the cutting area only).
285	PAVER BLOCK Flooring
286	Supplying and placing in position as per approved pattern of Cement Concrete Inter locking paver block 80 mm thick of approved shape, rough finish, M-40 strength of approved brand laid over the sand bed of minimum 100 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects , as per technical specifications and directions of the Engineer-in-chargeNos.te :-1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks,sand,earth work in excavation in cutting earth in all conditions, shutteringwith all bye works and sundry works.2.To be read with in conjunction with Particular Job Specification3.Supply of all materials and providing labour, tools and tackles are in contractor’s scope
287	RCC HUME PIPE CULVERT
288	Providing, laying, jointing and testing RCChume pipes of 300mm dia. and np3 class for culverts, road crossing, incl. excavation in all strata up to an average depth of 1 m cutting, collars jointing in 1:2 cement mortar etc. complete as per specifications and as directed by the engineer-in charge.
289	Providing, laying, jointing and testing RCChume pipes of 500mm dia. and np3 class for culverts, road crossing, incl. excavation in all strata up to an average depth of 1 m cutting, collars jointing in 1:2 cement mortar etc. complete as per specifications and as directed by the engineer-in charge.
290	KERB STONE FIXING
291	Providing and fixing precast concrete Kerb stones (125 wide X 300 deep) of M-30 grade or equivalent of approved make and shapeat or near ground level as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC 1:4:8 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. Nos.te:- 1. Rate to include all labour, tools, tackles, factory manufactured & steam cured Kerb Stones, shuttering, transportation, water charges, earth work if any, PCC etc complete
292	VALVE PIT
293	Supply, & ConstructionofValve Pit-TYPE I (3.0m x 2.5 m x 2m) in size (internal dimension) as per attached tender drawing, technical specification and direction of Engineer-In-Charge complete in all respect.
294	SAND FILLING
295	Supplying and filling approved SAND of specified quality under floors, in foundations, plinths, tank foundations etc. for all depths and heights including cost of sand,royalties, transportation to site for all leads and lifts,including loading, unloading, spreading in layers of loose thickness Nos.t exceeding 150 mm,watering,ramming,compacting with mechanical compactors and/or other equipment to the specified levels to achive 85% relative density as per IS:2720 Part XIV,including preparation of subgrade to the required slope,providing testing apparatus and testing the degree of consolidation all complete as per drawings, specifications and direction of Engineer-in-charge.The rates shall be inclusive of the cost of all labour,material,equipments etc. all complete .
296	DEMOLITION OF R.C.C./BRICKS/STONE MASONRY/STEEL WORK
297	Site clearance by demolition of R.C.C./Brickwork/Stone Masonry/Stone Soling, Flexible pavements etc. along with removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if requiredas per technical specifications and direction of Engineer-in-charge.Nos.te:1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 2.Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUMas demolished.
298	Site clearance by demolition of STEEL work etc. along with removing the disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if requiredas per technical specifications and direction of Engineer-in-charge.Nos.te:1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 2.Demolition of steel work will be paid in NET Kg as demolished.
299	ERC/IRC
300	Construction of ERC/IRC as per Std. including supplying and laying in position PVC pipes conforming to IS:4985 Class-I for electrical and instrumentation Road Crossings as per standard drawing and its addendum, including cutting the pipes if necessary, lowering, laying in position to proper levels, etc. embedded in M-20 grade concrete, providing proper jointing as per code requirements or manufacturer\"s recommendations, etc. including earth work in excavation in all types of soil except soft and hard rock, backfilling and making good the surface, including cutting of new/ existingroadsandmakinggoodthesameincludingsupplyofanyroad material if required, (Back filling with road material shall be done in 150 mm thick layers well watered and compacted), including supplying and providing in the encasement concrete, cable crossing indicator made out of 4 mm thick MS circular plate of dia. 150mm welded to 16 mm dia. MS rod of approximately1.0mlengthandpaintingandletteringwith2coatsof approved enamel paint of approved colour over a coat of red oxide primer etc., supply and fixing of reinforcement as per drawing, including disposal of surplus earth anywhere within plant boundary limit etc. all complete as per drawings, specifications and instructions of Engineer-in-Charge.
301	EARTH WORK IN FOUNDATION
302	Earth work in Excavation below ground level for all kinds of works in ALL TYPES OF SOILas classified in specification for a depth upto 1.5m including removal of vegetation, shrubs and debris, cutting and dressing of sides in slopes, levelling, grading and ramming of bottoms, dewatering of accumulated water from any source and keeping the surface dry for subsequent works and disposal or stacking of excavated material within a lead of 100m, as directed including providing temporary supports to existing service lines like water pipes, sewage pipes, electric overhead and underground cables etc. all complete.
303	For depth beyond 1.5m and upto & inclusive of 3.0m.
304	Backfilling after execution of the WORK to proper grade and level with selected materials from available excavated soil from spoil heaps, including re-excavating the deposited soil excavated earlier, breaking clods, laying at all depths and heights in layers of thickness Nos.t exceeding 15 Cms. watering, rolling and ramming by manual methods/ mechanical compactors to achieve 90% laboratory maximum dry density, dressing, trimming etc. in foundations, plinths, trenches, pits etc. all complete.
305	EARTHWORK IN FILLING including supply by excavating the earth from BORROW AREAS arranged by CONTRACTOR for all leads, transporting the earth from borrow area including cleaning & stripping the earth at borrow areas, breaking clods, loading, unloading and laying at all depths and heights in layers of thickness Nos.t exceeding 15 cms., watering, rolling and ramming by manual methods/mechanical compactors to achieve 90% of the maximum laboratory dry density, dressing, trimming, levelling the top surface etc. in foundations, plinths, trenches etc. all complete.
306	Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetationsfrom construction area beyond the initial lead of 100M including re-excavating the deposited soil excavated earlier, transportation, loading, unloading, laying at all depths and heights, stacking, levelling and dressing both the area (viz. from where the earth is transported and where it is deposited) to required levels and slopes complete with all lifts as directed.For carting on the basis of truck measurements (volume of truck reduced by 30% for voids)i) Upto 1.0Km.
307	PLAIN & REINFORCED CEMENT CONCRETE:
308	Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, Nos.n-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, shuttering etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete of Nos.minal mix 1:4:8 by volume (1 Cement: 4 Coarse Sand: 8 Crushed Stone Aggregates/Gravels with 40mm and down size graded crushed stone aggaregates.
309	Concrete of Nos.minal mix of 1:5:10 by volume (1 Cement :5 Coarse Sand : 10 Crushed Stone Aggaregates/Gravels).
310	Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, Nos.n-suspended floors, pavements & ramps or any other works etc. including shuttering, tamping, ramming, vibrating, curing, etc. all as specified in any shape, position, thickness and finishing the top surface rough or smooth as specified and directed all complete for concrete grade M20 with 20mm and down size graded crushed stone aggaregates/Gravels..
311	Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUB-STRUCTURE of all types e.g. foundations, footings, raft, beams, slabs, pile caps, retaining walls, jambs, counterforts, buttresses, trenches, manholes,pipeencasement, catchpits, drains, RCC pits, equipment/machine foundations, pedestals, pipe sleepers, columns, plinth beams, suspended floors, beams, staircases, landings, steps, brackets etc. (including single pour concreting upto 250m3), including cost of admixtures if used,providing pockets, openings, recesses, chamfering etc., wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all depths below and upto plinth level in any shape, position and thickness etc. all complete as specified, shown and directed.
312	Providing and laying REINFORCED CEMENT CONCRETE OF M-25 GRADE with 20mm and down size graded crushed stone aggregates/gravel in SUPER STRUCTURE in suspended floors, slabs, beams, columns, walls including counterforts, staircases, landings, steps, facias, fins, mouldings, gutters, shelves, windowsills, caNos.pies, lintels, girders, ducts, brackets, chajjas with drip moulds, pedestals, posts, struts, equipment/machine foundations, ramps etc. (including single pour concreting upto 250m3) including cost of admixtures if used providing pockets, openings, recesses, chamfering wherever required, vibrating, tamping, curing and rendering if required to give a smooth and even surface etc. all complete (excluding the Cost of Reinforcement and Shuttering) for all heights above plinth level in any shape, position, thickness etc. all complete as specified, shown and directed.
313	Manufacturing, transporting, supplying and erecting in position Reinforced Cement Concrete PRECAST ELEMENTS such as columns, beams, cover slabs, lintels, louvers, fins, shelves etc. of M-25 grade with 20mm and down size graded crushed stone aggregates/gravel, for all leads, levels, shapes and thickness including all moulds, shuttering and centering, vibrating, tamping, curing, chamfering wherever required, finishing the top surface with cement mortar 1:3 ( 1 Cement : 3 Sand) to give a smooth and even surface, or Nos.n skid finish as specified, providing lifting hooks, metal inserts, making holes pockets, (only M.S. inserts to be measured & paid separately) transporting to site, erecting, levelling, aligning and fixing in position with cement mortar 1:3 (1Cement : 3 Coarse Sand), breaking bricks and/or concrete surfaces and making good the same etc. all complete (excluding the Cost of Reinforcement ) and as directed.1) Each unit upto and inclusive of 500 Kg.
314	CENTERING AND SHUTTERING
315	Providing and fixing CENTERING AND SHUTTERING in foundations, footings, raft beams, slabs, pile caps, retaining walls, jambs, counter-forts, buttresses, trenches, equipment/machine foundations, pedestals, abutments, pipe sleepers, columns, plinth beams, lintels, suspended slabs, beams, staircases, landings, steps, Nos.n-circular tunnels/bunkers/silos/ shafts/ hoppers/liquid storage structures etc. including shuttering for single pour concreting, strutting, bracing, propping etc., keeping the same in position during concreting and removal of the same after specified period etc. for Straight/ Inclined Shuttering, keeping necessary provision for inserts, projecting dowels, anchor bolts or any other fixture etc. all complete and as specified and directed.
316	i)For all depths below and upto & inclusive of plinth level.
317	ii) For all heights above plinth level.
318	REINFORCEMENT
319	Supplying and placing in position HIGH STRENGTH DEFORMED STEEL BARS REINFORCEMENT (conforming to IS:1786, Grade Fe 415), for R.C.C. work including transporting the Steel, straightening, cleaning, decoiling, cutting, bending to required shapes and lengths as per details, binding with contractor\"s own 16 SWG black soft annealed binding wire at every intersection, supplying and placing with proper cover blocks, supports, chairs, overlaps, welding, spacers, fanhooks etc. for all heights and depths etc. all complete as directed.
320	STRUCTURAL STEEL WORKS
321	Supplying, transporting, storing, fabricating in position and testing/examining bolted and/or welded STRUCTURAL STEEL WORKS at all levels and locations including all builtup sections/compound sections made out of rolled sections and/or plates/bent plates in trusses, purlins, wind ties, wind girders, columns, portals, racks, frameworks, crane gantries, surge girders, bracings, floor beams, lifting beams, moNos.rails, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for equipment and techNos.logical accesories and process piping, hand railings, posts, conveyor galleries, trestles, towers, masts, junction houses etc., cutting to required size, straightening/bending if required, edge preparation, cleaning, preheating, bolting/welding of joints, (including sealing the joints of box sections with continuous welding), finishing edges by grinding, fixing in line and level with temporary staging & bracing and removal of the same after erection, grouting with Ordinary Grout or premix free flow Nos.nshrink Grout as specified, including preparation and submission of detailed fabrication drawings and applying primer after fabrication as perspecification (for Nos.rmal corrosive environment), etc. allcomplete
322	MISCELLANEOUS STEEL WORKS
323	Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and Nos.menclature including nuts, washers, anchor plates, pipe sleeves etc. in foundations, columns, pedestals, slabs, beams, walls etc. or any other place as directed including handling & transporting, straightening if required, turning from relevant size M.S. rounds to required diameter, threading, welding, providing necessary templates and auxilliary dummy structures, if any, necessary tying and welding with reinforcement, adjustment of shuttering & reinforcement/any other fixture, greasing exposed metal surfaces, covering bolts and packing the sleeves with jute cSeth etc.all complete as specified and directed.
324	Supplying, transporting, storing, fabricating and fixing in position M.S. METAL INSERT (with lugs) of any shape made out of flats, plates, rolled sections, pipes etc. providing necessary templates, staging, cutting, straightening, if required, bolting, welding as required and embedding in position on both Plain and Reinforced Cement concrete members inclusive of adjusting shuttering & reinforcement/any other fixture, welding where necessary, tying and holding to correct level, line and position, any auxilliary dummy structures to support the heavy inserts, painting exposed surfaces with a coat of Red Oxide Zinc Chromate Primer etc. all complete for all depths and heights as specified and directed.
325	Supplying, fabricating and erecting in position at all levels and locations bolted, clamped and/or welded GRATING (fabricated as perstandards) made out of M.S. flats/M.S. flats with M.S. rounds in walkways, platforms, stair treads etc. including cutting to required size, shape, making holes, Nos.tches, openings of required size, Nos.ing, straightening if required, making the edges smooth, removing the burrs, fabricating clamps, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease and applying one shop coat of Red Oxide Zinc Chromate Primer after fabrication etc. all complete as specified and directed.
326	Supplying, fabricating and erecting in position at all levels and locations bolted, clamped and/or welded GRATING (fabricated as perstandards) made out of M.S. flats/M.S. flats with M.S. rounds in walkways, platforms, stair treads etc. including cutting to required size, shape, making holes, Nos.tches, openings of required size, Nos.ing, straightening if required, making the edges smooth, removing the burrs, fabricating clamps, fixing, welding, preparation and submission of fabrication drawings and preparing the surfaces for painting, surface cleaning, wire brushing, removal of mill scale, dust, rust, oil or grease and applying one shop coat of Red Oxide Zinc Chromate Primer after fabrication etc. all complete as specified and directed.
327	BRICK MASONRY
328	Providing and laying BRICK MASONRY WITH BRICKS OF CLASS 7.5 in cement mortar 1:6 (1 Cement : 6 Sand) in one or more brick thickness and in any shape (excluding circular/curved brick masonry) at all depths and height including the cost of materials, labour, scaffolding/ staging, sampling & testing, soaking of bricks, cutting and laying of bricks, providing recesses, making openings of any shape & size, finishing the joints flush below ground level and raking out the joints above ground level, sealing the gap between masonry and soffit of beam/slab, embedding the fittings & fixtures, curing, etc. all complete as per specifications.
329	Providing and laying HALF BRICK MASONRY with bricks of CLASS 7.5 in cement mortar 1:4 (1 Cement : 4 Sand)in any shape, including the cost of materials, labour, scaffolding/staging, sampling and testing, soaking of bricks, cutting and laying of bricks, providing openings of any shape & size, raking out the joints, supplying and placing 2 Nos. 6mm dia. M.S. Bars at every fourth course, sealing the gap between masonry and soffit of beam/slab, embedding the fittings and fixtures, curing etc. all complete as per specification.ALL MATERIALS INCLUDING CEMENT SUPPLIED BY CONTRACTOR.
330	External WallsOrdinaryplaincementplasterAverage18mmthick1:4(1cement: 4 sand). Cement supplied by the Contractor at their cost.
331	Internal WallsOrdinaryplaincementplasterAverage12mmthick1:4(1cement:4 sand). Cement supplied by the Contractor at their cost
332	Painting of WallsExternal walls:- Providing & applying 3 coats of waterproof decorative cement paint of approvedmakeandapprovedshade,cleaning, includingpreparationof surfaces,base primer, curing etc. all complete
333	Internal walls:- Providing & applying 2 coats of waterproof decorative cement paint of approvedmakeandapprovedshade,cleaning, includingpreparationof surfaces,base primer, curing etc. all complete
334	Supply and installation of Porta Cabin of size (4 mtr X 3 mtr ) as per drawing attached in bid document including associated civil foundation works.
335	SECTION-D [CATHODIC PROTECTION WORKS]
336	TEMPORARY CATHODIC PROTECTION SYSTEM (TCP)
337	All works shall be carried out as per approved drawings and specifications. Work shall include design / residual engineering, preparation of CP schematic drawing, supply, installation, testing and commissioning of complete CP system, all related civil work, including providing foundations, supply of all materials as specified in SCC, instruments, consumables, touch-up epoxy paint as required, including supply of paint, tools, tackles, labor, transportation for satisfactory completion of work and as per directions of EIC. In addition to the items mentioned below the Contractor\"s scope shall include connecting the new pipelines to existing pipelines/cathode-points of TR units by means of jumpering/bonding.
338	Complete Detailed Survey,Engineering, Supply, laying, installation, termination, testing & commissioning of Cathodic Protection system complete Civil Works and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects.
339	Supply, laying & testing of 600 / 1100V grade single core, stranded tinned copper conductor cables, XLPE insulated / PVC sheathed, armoured as per IS of following sizes. The work shall include excavation for cable trenching at min. 1.2 m below GL in all types of soil including rock, backfilling of cable in trenches, lugging, ferrulling, making termination as per drawings & specification. Supply of all tools, tackles, consumables, etc. for completion of work, in all respect and as per directions of EIC.
340	35 mm2
341	25 mm2
342	10 mm2
343	6 mm2
344	Making cable to pipe connections by thermit welding for following cables, including excavation for exposing pipe, removal of coating / wrapping, thermit welding recoating of the area of weld by epoxy filling, holiday testing, backfilling, supply of all tool, tackles, consumables thermit weld kits & labour for satisfactory completion of work.
345	6 mm2 Cables
346	10 mm2 Cables
347	25 mm2 Cables
348	35 mm2 Cables
349	Supply & installation of test station as per enclosed drawings and technical specifications. Work shall include all related civil works including foundation, termination of cables inside the test stations along with lugs & ferules sealing of cable entry space with bitumen compound supply of all materials, consumables, tools, tackles, etc. for satisfactory completion of work and as per directions of EIC.
350	Supply & installation of Zn aNos.de at a depth of 1.5 - 2.0m on all type of soil including rock alongwith 10m tail cable of 25mm2 high conductivity, tinned, stranded copper conductor, 650 / 1100V grade, XLPE insulated, armoured, PVC sheathed for grounding electrical surges in the pipeline at HT crossings. The work includes excavation, laying of Zn aNos.de of minimum 20 Kg weight, backfilling & all related civil work, complete in all respects. The work shall also include aNos.de to tail cable connection, cable laying and termination inside the test station.
351	Supply, installation, testing and commissioning of surge diverter inside the manual test stations at terminal locations, complete in all respects as per the specifications and directions of EIC.
352	Supply & installation of Mg aNos.des after pre-packaged with chemical backfill as per enclosed drawing. The aNos.des will have to be buried at a depth of 1.5 to 2m on all types of soil including rock at approved location. The work shall include all earth work, laying of aNos.des & cables in position and termination of cable inside test stations with lugs, shunt & variable resistors, supply of all tools, tackles, consumables, labour transportation of materials, etc. required for satisfactory completion of work and directions of EIC.
353	Supply, installation, testing and commissioning of spark-gap arrestors across insulating joints.
354	Supply, installation, testing and commissioning of Electrolytic Polarization cell (as per approved design)
355	Nos.te: (1) The quantities given above against individual items are indicative and shall Nos.t be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the contractor; (2) In each area, quantities given against individual item may be utilised / used for other consumers in same area.
356	PERMANENT CATHODIC PROTECTION SYSTEM (PCP)
357	Design, Engineering, Supply, Installation, Testing & Commissioning of Permanent Cathodic Protection (PCP) System (for 25 years) using LIDA single Electrodes or string (MMO) aNos.des with backfill, Junction Box, AJB, CJB, Cables, Monitoring System, any equipment and hardwares as per specification including Pre design surveys, Packing, Transportation to Project site, Post Commissioning Surveys of PCP system, system monitoring with other installation items required for completeness of the job. Design package including Site survey, formulaeused, Design calculations, BOQ, Technical Specifications and data recording formats, Quality Assurance Control (QA/QC) methodology and submission of monitoring reports for owner evaluation, owner/consultant approved survey report, also includes all materials, equipments, consumables, start up/commissioning spares, etc., including transportation, storage of materials at site, As-built drawings, Documentation and O&M Manual.
358	Design Engineering, Soil Resistivity Measurement, Soil Chemical analysis , Testing and Commissioning of Pipeline length
359	Transformer Rectifier Unit
360	Supplyand Installation ofGSM BASED TRU 10V/5A Transformer Rectifier Unit with operating range of 230 V AC and DC Output Rating - 10V/5A min,with GPS based current interrupter and full compliance to IEC specs exactly as per technical specification of tender document as per the detailed specifications, data sheet & approved drawings. It also including civil foundations, structural support etc. dual earthing of TR unit.
361	ANos.de Ground Bed Assemblies (Deep well)(to be decided on the basis of soil resistivity data)
362	Supply and Installation of Deep well ANos.de Beds with dual aNos.de tail cable (from top and bottom of the aNos.de string)of suitable length upto ANos.de Junction Box) forpermanent cathodic protection system by impressed current method to protect external surface of 3 layers PE coated pipeline,against corrosion as per specifications for minimum service lifeof 30 years by using deep well aNos.de bed construction of minimum 50 meter deep,with minimum 8’’ (200 mm) Dia MS pipe filled with Petroleum Coke Breeze of resistance = 5? ,vent pipe, dead weight & a cable string of 10 mm2 size contains minimum 6 Nos. mixed metal oxide coated titanium tubularaNos.des of size ST 1.6/50 cm, each MMO aNos.de has current output of 2.5 Amp and other accessories like vent pipe, Calcined petroleum coke breeze, Riged PVC pipeof 12\" (300mm) with minimum 15 mtrs in length (ie. 15 meter inactive aNos.de bed), Nylon Rope, etc.from the approved vendor as per specification.
363	Supply and Installation ANos.de Junction Box with all accessories (Like variable resistor, shunt, bus bar etc.,)
364	Supply and Installation Cathode Junction Box with all accessories (Like shunt, bus bar etc.)
365	Supply and Installation Reference Electrode Junction Box/test station with all accessories
366	Supply and Installation Permanent Reference Cell with Special Backfill in Cotton bag
367	Supply & Installation of cables – Annealed high conductivity, tinned, stranded copper conductor, XLPE insulated, 650/1100 V grade, PVC,FRLS sheathed or as per specification and Miscellaneous such as termination, tagging, excavating the trench for cable laying, backfilling, etc., including the cost of all labour, materials, tools and tackles.
368	1C x 6 sqmm armoured - Potential Measurement & ref. cell cable (RE/PE to REJB & REJB to CJB)
369	10c x 2.5 sq mm measurement cable (from CJB to TRU)
370	1C x 35 sqmm armoured (aNos.de & cathode header cable)
371	3C x 10 sqmm armoured conductor (AC incomer power supply cable from Main DB to TR unit - PVC/PVC, armoured)
372	Supply and Installation of pipe to cable connection by Pin Brazing Encapsulation method
373	Polarisation Coupons
374	Monitoring the Installed (PCP) System for three months after handing over the system. This includes monthly monitoring for PSP reading and weekly monitoring of TR unit for reading of TR parametres.
375	Interference and Mitigation Survey (Solid State decoupling device, Isolating Spark gap, zinc grounding cell and Test station at HT line locations have already been installed in theexistingTCP system of the pipeline). However, if any other mitigation measures required then same will be in scope of PCP contractor.
376	Testing and commissioning of PCP system
377	CIPL Survey
378	DCVG Survey
379	SECTION-E [ELECTRICAL WORKS]
380	Supply, installation, testing, commissioning of Street Lighting Fixture suitable for 250W HPMV or Equivalent LED Lamps on Lighting Poles (4mtr Height) with aluminium paint complete with mounting bracket, flameproof control gear box, internal cable from fitting to junction box, flameproof fittings etc. including civil foundation with pipe inserts for cables and connecting work, with all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects.
381	Supply, installation, testing, commissioning of Indoor Lighting Fixtures suitable for 26/36W LED Lamps for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects.
382	Supply, installation, testing, commissioning of Exhaust fans (safe area) for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects.
383	Supply, installation, testing, commissioning of Exhaust fans (Corrosion Proof Type) for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects.
384	Recess/Surface mounted Indoor Lighting Panel(ILP) Consisting of 40 Amp FP MCB+ELCB as incomer and 12 Nos. 10A DP MCBs as out goings.
385	Recess/Surface mounted Outdoor Lighting Panel OLP (For External Lighting) Consisting of 40 Amp FP MCB+ELCB as incomer, Contactor, timer, A/M switch, PB, indication Lamp etcOutgoing Through Timer:6 Nos. 16 Amp DP MCB
386	Supply, installation, testing, commissioning of Flameproof Flood Lighting Fixtures suitable for 250/400W HPMV or Equivalent LEDLamps for including all fixing arrangements on top of terrace of container and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects.
387	Supply, installation, testing, commissioning of Modular Switch Board for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects.
388	Supply, installation, testing, commissioning of 5/15A Switch Socket for including all fixing arrangements and all material and labour as per specifications, drawings and instruction of EIC. Work to be completed in all respects.
389	Supply and installation of Wiring for light fixtures3 x 2.5 sqmm.
390	Supply and installation Wiring for Power outlets3 x 4.0 sqmm.
391	Supply and installation Heavy duty PVC Conduit25 mm dia.
392	Design, manufacture, shop testing, inspection, packing, forwarding, delivery, installation, testing and commissioning at site of UPS systems as per specification, direction of Engineer-in-charge and following rating: (a) 3 kVA, 230V Single Phase, 50 HZ, parallel redundant industrial type, UPS system suitable for input power supply voltage of 415 V, TPN,+/-10% output 230 V +/-1%, AC with solid state voltage stabilizer for bypass supply, ACDB/DCDB and 12 hrs. Battery(Ni-Cd) back-up (b) All interconnecting cables(FRLS) among UPS, Rectifier, battery stand, ACDB/DCDB etc.
393	Design, manufacture, shop testing, inspection, packing, forwarding, delivery, installation, testing and commissioning at site of UPS systems as per specification, direction of Engineer-in-charge and following rating: (a) 2 kVA, 230V Single Phase, 50 HZ, parallel redundant industrial type, UPS system suitable for input power supply voltage of 415 V, TPN,+/-10% output 230 V +/-1%, AC with solid state voltage stabilizer for bypass supply, ACDB/DCDB and 12 hrs. Battery(Ni-Cd) back-up (b) All interconnecting cables(FRLS) among UPS, Rectifier, battery stand, ACDB/DCDB etc.
394	Supply, installation, testing & commissioning of the complete earthing system, earth electrodes/pit, earth main ring, earthing of metering skid, electrical equipments, instrument panels, field instruments, process equipments & pipes / flanges including all associated civil work with all material & labour as per specification & drawings approved by the company. Each earthing system shall include the following.
395	65mm dia 3 Mtr. Long GI PIPE Electrode with 6mm thick chequered plate cover, display board etc
396	600x600x3mm copper plate Electrode with 6 mm thick chequered plate cover, display board etc
397	GI Strip (50X6) mm
398	GI Strip (25X6) mm
399	1C 25 Sq.mm PVC insulated Cu Conductor
400	10 SWG GI wire
401	GI Wire, Copper wire, wire rope and all balance earthing material including copper strip (50 mmX 2 mm thick) jumper for flanges etc.as per the specification.
402	GI Strip (20X3) mm for lightning protection
403	Supply, laying, installation, termination, testing, commissioning of 1100 Volt PVC insulated, PVC sheathed and armoured / unarmoured cables in trenches, excavated underground / trays, pulling through pipes and its proper sealing including underground trench and supply of hume pipes for road crossing, etc. as required as per specifications and drawings approved by the company.
404	4C X 16 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
405	4C X 6 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
406	3C X 2.5 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
407	SECTION-F [INSTRUMENTATION WORKS]
408	Supply, Calibration and Installation of instrumentation items listed below:(For details, refer instrumentation specifications)
409	Pressure Gauge of different Range and rating as per site requirementEngineering , Design, Supply, testing, installation, erection and commissioning. Also supply of erection material like SS316 tube, SS316 fittings, manifold, mounting stand and all other required material. Bourdon type with 2-way manifold, direct mount, 150mm dial, wetted part SS316, IP 65 rated, blow out protection and shatter proof heavy duty glass.
410	Pressure Transmitter of different Range and rating as per site requirementEngineering , Design, Supply, testing, installation, erection and commissioning. Also supply of erection material like SS316 tube, SS fittings, manifold, mounting stand and all other required material. Smart HART, Ex\"d\", IP-65, 24 VDC 2-wire loop powered.
411	Temperature Gauge - skin type, direct mount as per site requirementEngineering , Design, Supply, testing, installation, erection and commissioning. Also supply of erection material like SS armoured capillary, mounting stand and all other required material. Skin type, direct mount, 150mm dial, wetted part SS316, IP 65 rated and shatter proof heavy duty glass.
412	Temperature Transmitter of different Range and rating as per site requirementEngineering , Design, Supply, Installation, Calibration, Testing &Commissioning ofTemperature Transmitters including mounting of Instrument on yoke, supply of yoke, supply and erection of supports for impulse lines wherever required, supply, fabrication & installation of SS manifolds/ SS impulse lines & SS valves & fittings with supports, testing and painting of supports.
413	RTDEngineering , Design with wake frequency calculation, Supply , Installation, Calibration,Testing &Commissioning of RTD Flanged type thermowell (as per approved Piping GAD & Hookup drawings) inclusive of installation of thermowell on thepiping Nos.zzle and installation of instrumentsas per General Specification-Instrumentation
414	Valve Junction Bob - Gas Over Oil Actauted Valve (GOOV) of different size and rating as per site requirementInstallation ofvalve junction box and their accessories inclusive of supply of necessary cable glands, terminals and complete with cabling, glanding, termination and earthing followed by testing and commissioning of complete gas over oil actuated valve.
415	Mini Remote Terminal Unit (RTU)Design, Engineering,Power consumption, Supply, configuration, testing, installation, erection,along with all accessories, Interfacing with SCADAand commissioning of RTU.
416	Modification of Remote Terminal Unit (RTU)8 Channels Analog Inpot Module16 High density, 8 Channels Safe Digital Input Module, 24V DC, 8 8 Channels Safe Digital Input Module, 24V DC 0.55A, Digital Input Barrier, Digital Output Barrier, Analog Input Barrier, Miniature Relay, Contact: 4C/O, Voltage: 24V DC, Bar Graph Indicator, True Power OFF Delay Timer, 10A 3P 3Way Multi Step Switch without OFF, 1A 1P 10kA C-Curve MCB,Type: xC60, 2.5 sq.mm Green Feed Through Screw Clamp Terminal Block, Material: Polyamide, Din Rail (2Mtr.), Protective Cover, Wiring Duct (30x40),andalong with all accessories etc.
417	Wall MOUNTED Local Control Panel (LCP)Design, Engineering, Procurement, Manufacture, Testing, Inspection, Supply,Transportation, Erection, Calibration / Simulation, Loop checking & Commissioning of Local Control Panels (Free Standing type floor mounted) along with all accessories and Panel Mounted Instruments as indicated below, including supply of commissioning spares with special tools and tackles.
418	Gas Detection System (GDS)Design, Engineering,Power consumption, Supply, configuration, testing, installation, erection and commissioning of gas detection system including point gas detectors,control unit and junction boxes. Gas detector control unit shall be installed inside the local control panel. Supply, Laying of cable inside the cable trench, cable tray for hardwired signals and power cables from gas sensors to gas detectors control unit including glanding, termination, ferruling, dressing etc. at both ends.Supply of cable trays, installation and erection of cable trays and, supply of erection materials, cable ferrules, cable lugs, cable tie.
419	IR type, Flame proof, IP-65, housing material SS316 without display, range 0-100% LEL point hydrocarbon gas detector.
420	Hooter, electronic multi-tone,IP-65, Ex\"d\" and epoxy coated aluminium housing material.
421	Beacon, electronic stroboscopic type,IP-65, Ex\"d\" and epoxy coated aluminium housing material.
422	Manual Call Point (MCP), electronic, 24 VDC power, IP-65, Ex\"d\" and GRP/aluminium housing material
423	Junction box
424	Cables, Cables Trays and Junction boxesSupply, laying, installation, erection of signals cable from pressure transmitters, temperature transmitter to junction boxes, junction boxes to local control panel (LCP) and LCP panel to RTU including glanding, termination, ferruling, dressing etc. at both ends.Laying of cable from remote operated valve junction box to local control panel (LCP) and LCP panel to RTU including glanding, termination, ferruling, dressing etc. at both ends.Supply of cable trays, cables glands, junction boxes, erection materials, cable ferrules, cable lugs, cable tie.Installation and erection of cable trays and junction boxesPreparation of cable trench for burying cable, excavation, restoration of trench and compacting. Supply and laying of bricks and sand, pipes at all the crossings etc.
425	1P X 1 .5 Sq. mm Over all Screened
426	1 P x 2.5 Sq. mm Over all Screened
427	2 P x 2.5 Sq. mm Over all Screened
428	1Q X 1 .5 Sq. mm Over all Screened
429	12P X 0 .5 Sq. mm Individual Screen & Over all Screened
430	6 P x 1.5Sq. mm Over all Screened NIS cable
431	12 P x 1.5 Sq. mm Over all Screened NIS cable
432	1 T x 1.5Sq. mm Over all Screened NIS cable
433	8 T x 1.5 Sq. mm Over all Screened
434	4 P x 2.5 Sq. mm (For power supply)
435	3C X 2 .5 Sq. mm Power cable
436	2C X 1 .5 Sq. mm Power cable
437	Serial communication cable, Modbus RS - 485, PVC Sheathed, 4 pair
438	Junction Box\"Flameproof Junction box as per specification with Plug and suitable forcable entries of single pair and multi pair cable as per the Instrument cable schedule
439	Cable Trays (60 mm wide x 30 mm height)
440	Cable Trays (100 mm wide x 30 mm height)
441	Cable Trays (300 mm wide x 30 mm height)
442	Multi cable Transit (MCT) block with stay plate and module as per the approved datasheet
443	CaNos.py
444	Metering skid with PRS Testing & Commissioning assistance (For instrumentation part )Testing & Commissioning oftelemetry interface panel (TIC) , Gas Chromatograph (GC) &metering panel(flow computer panel) either in field or in control room , Laying of cables from skid JB to metering panel and /or GC panel/TIC and metering panel and /or GC panel to RTU including glanding, termination, ferruling, dressing etc. at both ends and commissioning assistance.Supply of cable trays if any, installation and erection of cable trays, cable ferrules, cable lugs, cable tie.Making of cable trench, excavation, restoration of trench, supply and installation of bricks and sand, pipes at all the crossings etc., arrangement of nitrogen cylinders (for skid testing), PSV testing (through authorised agency).
445	Fire Alarm Control Panel (FACP) - Control BuildingSupply, configuration, testing, installation, erection and commissioning of FACP including detectors, MCP, hooter, panel and cables.FACP shall be installed in suitable cabinet inside control building.Supply, Laying of cable inside building between detectors, MCP, hooter and FACincluding glanding, termination, ferruling, dressing etc. at both ends. Supply & installation of cable trays (if necessary), supply of erection materials, cable ferrules, cable lugs, cable tie etc. for successful commissioning of FACP.
446	Supply and installation of optical smoke detector complete with wiring and accessories
447	Supply and installation of hydrogen detector complete with wiring and accessories
448	Supply and installation of manual call point complete with wiring and accessories
449	Supply and installation of hooter indoor complete with wiring and accessories
450	Supply of fire alarm cable - PVC insulated, fire resistant,red/orange colour outer sheath, construction in accordance with IEC 60227 and IEC 60228 - 2C x 1.5 sq.mm
451	SECTION-G [TELECOM WORKS]
452	System design, Inspection & factory testing, FAT, SAT, training, installation, commissioning, Trial run, pre-factory tests, packing, forwarding and supply of all goods including commissioning spares & documentation, pre-commissioning activity for telecom
453	Supply of 24 Fibre Composite armoured Optical Fibre Cable drum (6 fibre G-655 & 18 fibre G-652) of 4 km +/-5% Cable drum length.
454	Supply of jointing closure 24 Fiber, 2 way including all accessories (3M, Siemens, Raychem make only)
455	Supply of 40mm OD permanently lubricated HDPE telecom duct as per technical specifications including manufacturing, factory testing, inspection, packaging, forwarding, transportation, insurance, receipt and storage at site.
456	Ethernet Switch& AccessoriesEngineering , Design with wake frequency calculation, Supply , Installation, Calibration,Testing &Commissioning.
457	Optical Switch & AccessoriesEngineering , Design with wake frequency calculation, Supply , Installation, Calibration,Testing &Commissioning.
458	Telecommunication Site Work
459	Laying of HDPE Telecom Duct: Laying of 40mm HDPE Ducts in same pipeline trench direct buried or cased crossing through CS / HDPE conduit in all type of soil & terrain, excavated as required, padding, backfilling, etc. including supply of HDPE Duct accessories required including plastic couplers, end plugs, cable sealing plugs, end caps, etc. suitable & sufficient for above supplied ducts, cleaning and sealing of ducts at the end laid drum lengths, preparation and supply of cable blowing pit at each Km jointing of HDPE conduit, testing OD HDPE Duct and accessories after laying preparation of report and final drawing and documents as per specification, joint location marking, erection accessories, as-built, etc.
460	Blowing of Optical Fibre Cable inside HDPE Duct: All activities pertaining to Blowing of Optical Fibre Cable in same pipeline trench directly (after testing drum at site), through CS / HDPE conduits along the pipeline also at crossing cable, sealing using all materials required, including laying of warning mats, etc. as per direction of EIC
461	Supply and laying of GI Pipe (4\") at crossings for protection of OFC / HDPE duct
462	Splicing, Jointing of Optical Fiber Cable (Including Supply and Installation of jointing pits including sand, etc. & joint markers)
463	Supply of FTC with pig tails other accessories for termination of OFC - 24 Fibre in the Telecom Room
464	Installation of FTC & Wire mesh, termination of OFC on FTC / DDF inside telecom room, splicing with steet fibre, fibre test, OTDR test, power testing of laid OFC, identification of fault, rectification, earthing, final testing and commissioning, preparation of reports, etc. work complete in all respect with all necessary accessories for all location till final Handing Over and Taking Over by Owner of laid OFC.
465	Nos.te: (1) The quantities given above against individual items are indicative and shall Nos.t be considered to be binding. The quantities may be increased, decreased or deleted at site at the time of actual execution. Procurement shall be done as per actual site condition, approved construction drawings and as per instruction of EIC. The unit rate shall be operated to work out the final payment to the contractor; (2) In each area, quantities given against individual item may be utilised / used for other consumers in same area.
466	Total of Section A+ B + C + D + E + F + G
467	GST (CGST&SGST/UTGST or IGST) in percentage (%) on Total of Section A+ B + C + D + E + F + G above
468	Rate of Extened Stay Compensation per month beyond the time schedule and grace period mentioned in Bidding Document for reasons solely attributable to Owner(exclusive of GST)
469	GST (CGST&SGST/UTGST or IGST) in percentage (%) on Extended Stay Compensation at item Sl. Nos.468 above

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Construction Of Steel Pipeline And Associated Facilities For Connectivity From M / S Vedanta Limited ( Cairn ) To Gpu Gandhar, Magnad Tap-Off Terminal Construction Of Steel Pipeline And Associated Facilities For Connectivity From M / S Vedanta Limited , Bharuch-Gujarat

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Construction Of Steel Pipeline And Associated Facilities For Connectivity From M / S Vedanta Limited ( Cairn ) To Gpu Gandhar, Magnad Tap-Off Terminal Construction Of Steel Pipeline And Associated Facilities For Connectivity From M / S Vedanta Limited , Bharuch-Gujarat

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