Tender For Shifting Of Lmc To Prism Johnson Inside Jsw Dolvi Premises, Ghaziabad-Uttar Pradesh

TDR : 55786049

Tender Notice
BOQ

13 Days Left

Ghaziabad , Uttar Pradesh

Tender Brief : Tender For Shifting Of Lmc To Prism Johnson Inside Jsw Dolvi Premises

Document Fees
Refer document

EMD
₹ 326040.0 /-

Tender Value
Refer document

Submission Date
16-06-2026

Competition Type
Indian

Bidding Type
Tender

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1	Total Amount with GSTPlease enter GST in % in N column on total AmountCONSTRUCTION OF STEEL PIPE LINE AND ASSOCIATED FACILITIES FOR SHIFTING OF LMC TO PRISM JOHNSON INSIDE JSW DOLVI PREMISES AS PER SCOPE OF WORKS AND SCC OF THE TENDER
2	SECTION-A [MECHANICAL (MAINLINE WORKS)]
3	PIPELINE LAYING / INSTALLATION (CARBON STEEL PIPES)
4	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 not limited to, carrying out following works:
5	Including marking the route map, alignment sheet, etc. drawings showing survey details, and submit same to Owner for review.
6	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.
7	Trenching to all depths by excavation in all types of soils except Rocky terrain, 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 1.0m 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.Note : Additional payment on account of excavation in Rocky Terrain ( Where execavation is not possible by JCB, Poclin, Trencher, Manual etc. and Excevation shall be done by Breaker/Blasting required for execavation) for breaking rock will be done will be as per SOR item No. A00120 based on actual measurement for Rocky Terrain encountered as certified by the EIC.
8	Carrying out repairs of pipe defects / replacement in case of irreparable defects and repairs of defects of pipe coating not attributable to Owner including defects / damages occurring during transportation / handling.
9	Stringing of line pipes along ROU including providing straw / sand / soft soil bags, soft padding / sand padding.
10	Checking, cleaning, aligning, bending, cutting and bevelling (as required) of pipes for welding & field adjustments including pipe fittings, welding, carrying out non-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.
11	Installation of carrier line pipe at all crossings viz road, cartrack, pathway, drain, nallah & minor 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).
12	Coating of all weld joints, long radius bends, etc.
13	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.
14	Supply and installation of slope breakers, bank protection, wherever required and as directed by EIC.
15	Erection of isolation valves for pipelines inside the valve-pits and making provision to operate the valves at above ground level.
16	All tieing-in, including the tie-ins with adjacent section of the pipeline.
17	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.
18	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.
19	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.
20	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 not 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.
21	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.
22	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.
23	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.
24	Line pipe laying & installation with radiography
25	Specified Size (NB)
26	114 (4\\"), X-42 or higher, 6.4, 7.1 Thickness
27	Note: (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 / boring shall be paid separately as per the rates quoted for the same elsewhere in the SOR.
28	Excavation in Rocky Terrain (Execavation by Breaker/Blasting) Note: 1. Where execavation is not possible by JCB, Poclin, Trencher, Manual etc. and Excevation shall be done by Breaker/Blasting required for execavation.
29	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
30	SUPPLY OF BENDS
31	Bends (R = 6D) 4\\" NB, 6.4 mm (Or Higher) W.T. X42 Angle - 10° to 30°
32	Bends (R = 6D) 4\\" NB, 6.4 mm(Or Higher) W.T. X42 Angle - 31° to 45°
33	Bends (R = 6D)4\\" NB, 6.4 mm (Or Higher) W.T. X42 Angle - 46° to 60°
34	Bends (R = 6D) 4\\" NB, 6.4 mm (Or Higher) W.T. X42 Angle - 61° to 90°
35	Note : The quantities of LR Bends may vary.
36	INSTALLATION OF CARRIER PIPE CROSSINGS BY HDD METHOD AT CROSSING WITHOUT CASING PIPE in all types of soils i.e. normal soil//murram etc. except Rocky Terrain
37	“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 i.e. normal soil/murram etc. except rocky terrain, 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, 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 conduit 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 not limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.”
38	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 / NOC for crossings as well as utility crossings (if any) encountered during crossings prior to start the execution of work.
39	Drilling to required depth including maintenance of drill hole in all types of strata (in all types of soils i.e. normal soil/soft rock/murram etc. 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.
40	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 no. A00100 above) required as per specification, approved drawings, calculations, methods and to the satisfaction of EIC and / or as directed by concerned authority.
41	114 (4\\"), X-42 or higher, 6.4 mm or higher
42	Note: (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. No any separate payment shall be made under other clauses mentioned elsewhere.
43	INSTALLATION OF CARRIER PIPE CROSSINGS BY HDD METHOD AT CROSSING WITHOUT CASING PIPE IN ROCKY TERRAIN
44	“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 Rocky Terrain , 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, , 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 conduit 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 not limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.”
45	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 / NOC for crossings as well as utility crossings (if any) encountered during crossings prior to start the execution of work.
46	Drilling to required depth including maintenance of drill hole in Rocky Terrain, 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.
47	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 no. A00100 above) required as per specification, approved drawings, calculations, methods and to the satisfaction of EIC and / or as directed by concerned authority.
48	114 (4\\"), X-42 or higher, 6.4 mm or higher
49	Note: (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. No any separate payment shall be made under other clauses mentioned elsewhere.
50	PERMANENT MARKERS
51	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.
52	Pipeline Warning Signs
53	Direction Markers
54	Pipeline laying liaisoning with statutory authorities / Permission Issuing Authorities
55	GPRS (Ground Penetration Raddar Survey) in all depth
56	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 Scanning and 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.Note:1.These rates shall be applied only when explicitly permitted by Company.
57	INSTALLATION OF CARRIER PIPE CROSSINGS BY MOILING METHOD AT CROSSING WITHOUT CASING PIPE
58	“Complete work of installation of carrier pipe at crossings (between the limits as defined in approved drawings) by moiling method for roads, nallahs, drains and Factory Gates etc., wherever required, in all types of soils, 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 not limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.”
59	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 / NOC for crossings as well as utility crossings (if any) encountered during crossings prior to start the execution of work.
60	Drilling to required depth including maintenance of drill hole in all types of strata (in all types of soils), 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.
61	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 no. A00100 above) required as per specification, approved drawings, calculations, methods and to the satisfaction of EIC and / or as directed by concerned authority.
62	114 (4\\"), X-42 or higher, 6.4 mm or higher
63	Note: 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. No any separate payment shall be made under other clauses mentioned elsewhere.
64	Hiring and deploying of fire tenders along with accessories and operating crew. The rates quoted shall be inclusive of all expenses.
65	Deployment of Fire Tenders for 12 Hrs
66	Magnetic Cleaning & Electronic Geometric Pigging
67	Mobilisation/demobilisation of pigging tools, tackles, consumables, accessories, and personnels, by contractor at work-site including but not 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 no. 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.
68	REPAIR OF DEFECTS IN LINE PIPE AND PIPE COATING (ATTRIBUTABLE TO OWNER)
69	Repair of Owner supplied line pipe and external corrosion coating of all thicknesses noted at the time of taking delivery by Contractor, including performing all works as per specifications and directions of Engineer-in-charge.
70	LEAKS/ BURSTS (Attributable to Owner)
71	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
72	Major leak (Detected by visual method) For pipeline size 114.3 mm (4\\") OD
73	Note: (1) This rate is applicable for any number of repairs required in the section for manufacturing defects in Owner supplied material only.
74	(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 not inordinalely extended which will hamper the overall project schedule.
75	Minor Leak (Detected by sectionalizing method) : All works for locating leak by sectionalizing or any other methods which can not 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
76	Minor leak (Detected by sectionalizing method) For pipeline size 114.3 mm (4\\") OD
77	Note: (1) This rate is applicable for any number of repairs required in the section for manufacturing defects in Owner supplied material only.
78	(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 not inordinalely extended which will hamper the overall project schedule.
79	PRE-COMMISSIONING OF ENTIRE UNDERGROUND PIPELINE AND TERMINALS / STATIONS.
80	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.
81	Precommissioning Checks
82	Pre-commissioning of pipeline including terminals / stations.
83	VACCUM DRYING
84	Complete work of carrying out drying by vaccum drying method of pipeline section (@ Temperature Dew Point (-20°C) & Pressure 1 Torr) including supply of manpower, 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.
85	Drying by vaccum drying method
86	COMMISSIONING ASSISTANCE AND COMMISSIONING
87	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.
88	Note: (1) The quantities given above against individual items are indicative and shall not 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.
89	SCHEDULE OF RATES (SOR): SECTION-B [MECHANICAL (PIPING & TERMINAL WORKS)]
90	PLANT PIPING (ABOVE GROUND)
91	Complete Carbon Steel Piping Work with painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts, etc., as described below
92	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 not 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.
93	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 gasket & stud bolts (Below 4\\") & (4\\" and Above 4\\" shall be paid as per SOR), nuts, U-clamps, etc. as required for completion of job.All fittings installation shall be paid linear meter basis under this item only. Note: Also this SOR Shall also be used for Hookup new pipeline with the existing pipeline
94	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 nozzle, 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.
95	Installation of weldolets, sockolets, flanges, vent and drain point connection, etc., as required.
96	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, nozzles, strainers, tie-in with existing piping / facilities, etc. tapping for inline instruments like pressure gauges, thermowells, sample connection, etc.
97	Design and Residual Engineering
98	Preparation of bill of material(BOM)
99	Preparation of Construction, Fabrication, GAD, isometric and As-built drawings
100	Carrying out all Non-destructive testing as required except Radiography.
101	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.
102	Painting of entire system (including aboveground all pipes fittings, flanges & accessories) suitable for Normal 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.
103	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.
104	Precommissioning & making operational all piping system and equipments.
105	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.
106	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.@Note: For Below 2\\" Carrying out all Non-destructive testing as required are including in this SOR Items.
107	2\\" and below ( Sch-60/Sch-80/Sche160/XXS/XS)
108	Above 2\\" to Below 12\\" Pipe (Various Thicknes)
109	Note: For Hook-up works at tap-off point, Despatch & Receiving Terminal including making provision for hooking up and carrying out shutdown activities at terminals if necessary shall be paid as per SOR number B008000
110	INSTALLATION OF VALVES
111	INSTALLATION OF ABOVE GROUND FLANGED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW:
112	Size - 4.0 Inch, Rating - 150#/300#/600#
113	Size - 2.0 Inch, Rating - 150#/300#/600#
114	Size - 1.0 Inch, Rating - 150#/300#/600#/800#
115	Size - 3/4 Inch, Rating - 150#/300#/600#/800#
116	INSTALLATION OF ABOVE GROUND BUTT WELDED/SOCKET WELDED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW:
117	Size - 4.0 Inch, Rating - 150#/300#/600#
118	Size - 2.0 Inch, Rating -150#/300#/600#
119	Size - 1.0 Inch, Rating - 150#/300#/600#/800#
120	Size - 3/4 Inch, Rating - 150#/300#/600#/800#
121	INSTALLATION OF GOOV/HOOV/ABOVE GROUND GAS ACTUATED VALVES AS PER DETAILS GIVEN BELOW
122	Size - 4 Inch,
123	Supply of Galvanized Stud & Bolts As per ASME B16.50
124	Size- 4\\" #600, L -146.05 MM, Thk. 22.22 MM, NO OF STUD & BOLT-8 ,STD-STUD WITH 2 HEXAGONAL NUT, STUD MATERIAL AS PER ASTM-A193GrB-7,NUT MATERIAL AS PER ASTM-A194Gr2H, HOT DIP GALV.
125	Note: Quantity may vary as per actual
126	Supply of Gasket
127	Size- 4\\", GASKET ,TYPE--SP. WND, SS316 with WITH GRAPHITE FILLER +CAF, 600#,
128	Note: Quantity may vary as per actual
129	Supply of Reciver as per PMS and Data Sheet
130	Design, Engineering, Manufacture & Fabrication, Procurement of Materials and bought out components, assembly at shop, inspection, testing at manufacturer's works, preparation of shipment / packing, transport / delivery of the Bi-Directional Launcher & receiver suitable for accommodating intelligent pigs & other cleaning / displacement / gauging pigs, fitted with Quick Opening End Closure (QOEC) suitable for horizontal installation including all accessories, material required to make above Bi- Directional Launcher & Receiver system complete operational and QOEC shall be hand operated by a single lever operation and operable by one operator.
131	Scope of supply shall include but not limited to supply & placement of perforated SS Tray inside the Bi-Directional Launcher & Receiver, supply and mounting of Pig Signaler on the Bi-Directional launcher & receiver with spare seals, supply of Pig Signaler with welded isolation ball valve for mounting on pipeline with spare seals,
132	Supply of Door Seal for Quick Opening End Closure (QOEC) welded on Bi- Directional Launcher/ Receiver as mentioned above, supply of Pig Handling Trolley (insertion / retraction) System including supply of matching flanges for all the flanged end nozzle. Required studs, Nuts, bolts, Gaskets and foundation Bolts for Bi-Directional Launcher & receiver and associated accessories (including supply of Ball valves, Globe Valve, Pressure Gauges, Fittings, Flanges, Pipes, Nipples, Required studs, Nuts, bolts, Gaskets and foundation Bolts etc.) are
133	included in scope of supply for each quantity. Scope of supply shall include supply of all pre-commissioning & commissioning spares & documentation as per the Material Requisition, Notes to Material Requisition, Data sheet, Technical specifications etc. refer P&ID , specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT
134	Supply of Bi-Directional Pig Receiver of Size 4”x 10”NB & ANSI Class 300# along with Quick Opening End closure
135	RADIOGRAPHY
136	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 not 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 not be paid extra by Company). Radiographs shall be submitted to the EIC for acceptance whose decision shall be final and binding.
137	Radiography 2\\" NB
138	Radiography 4\\" NB
139	RECEIVING & TAKING OVER, HANDLING, TRANSPORTATION OF PIPES , FLANGES , FITTINGS , VALVES/ FILTERING/ METERING SKIDS/PRS /PIG TRAPS & OTHER EQUIPMENTS ETC (TERMINAL / MAINLINE MATERIAL / SURPLUS MATERIAL) - ANYWHERE IN INDIA
140	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, 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.
141	Transportation by Trailer Fix up to 0-50 KM (Weight up to 18 Ton) per trip
142	Transportation by Truck Fix up to 0-50 KM (Weight up to 10 Ton) per trip
143	Transportation by Trailer Capacoty 18 Ton (40' L X 8.6' W X 7' H) Beyond 50 KM in addition to SOR Item No. B006010.
144	Transportation by Truck (Weight up to 10 Ton) Beyond 50 KM in addition to SOR Item No. B006020.
145	Note: (1) Transportation up to 50KM shall be paid by SOR no. B006010/B006020. Beyond 50KM transportation shall be paid by SOR no. B006030/B006040.(2) The nominal 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 no. are tentative only and shall not 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.
146	FIRE EXTINGUISHERS (Portable)
147	Supply, installation and commissioning of the following fire extinguishers:
148	CO2 (10 Kg) considered 1 no. for each locations
149	10 kg capacity DCP fire extinguisher (portable) considered 1 no. for each locations
150	6 kg capacity DCP fire extinguisher (portable) considered 1 no. for each locations
151	4 Nos. Sand Buckets with stand & canopy considered 1 set for each location
152	INSTALLATION OF FILTERING/ METERING/ PRS SKID/ ANALYZER AND SCRAPER TRAPS
153	Installtion of above ground owner supplied Filtering , Metering , PRS Skid, Analyzer, Pig traps and other equipment at work site up to mechanical completition in all respect, inclusive of painting suitable for Normal 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 / commissioning of filtering skid/metering skid /PRS/pig trap and other equipments.Note:Instalation and commssioning of Instrumentation items such as Gas Chromatograph (GC) & metering panel(flow computer panel), cable laying are seperately covered under Instrumentation SOR
154	Installation of above ground Flanged/ Welded Scraper Traps up to mechancial completion in all respectinclusive of painting suitable for Normal Corrosive Environment
155	PADDING FOR PIPE SUPPORTS (4 Inch and Above)
156	Preparation, Fabrication and erection of padding for pipe supports (for all sizes/ thickness) by owner supply material(pipes). Welding shall be done by approved welder as per Approved WPS of Station piping with Root 6010 & Hot pass 7018 . Sizeing with angle and dimension mention also mention the inch dia formulaFabrication, welding, and erection of pipe support padding using owner-supplied pipe material of all sizes and thicknesses. Work includes cutting, grinding, shaping, fit-up, alignment, and installation at designated support locations as per approved drawings. Welding shall be carried out by approved welders as per approved WPS using E6010 for root pass and E7018 for hot, fill, and cap passes, including interpass cleaning, slag removal, and visual finishing. Work includes ensuring proper curvature matching, full contact with support, and required angle coverage as per specification. All labour, tools, tackles, welding consumables, grinding, and equipment shall be included in contractor scope except free-issued pipes.(Inch-Dia (ID)=Pipe Size (inch)×Number of Supports / Pads Installed)(A) Pad Length (L) = As per tender drwawing(B) Pad Width (W) = As per tender drwawing(C) Arc / Curvature Angle (θ)= 120° minimum
157	Padd Welding for Pipe Support
158	NITROGEN SUPPLY
159	Supply of Nitrogen for preservation of Pipeline/ purging of pipeline / hookup & shut down activities .
160	SCHEDULE OF RATES (SOR): SECTION-C [CIVIL / STRUCTURAL & ARCHITECTURAL]
161	SURVEY WORKS
162	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 nallah etc. including establishing high flood level with source of information, identification of any monument, historical structure, wild life sanctuary in the vicinity, storm water disposal point with levels, cross-section details of nallah, recording spot levels, including providing in tabulation girth wise no. of trees etc as specified, plotting and developing topographical contour maps, showing true north 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.Note: Survey work shall be carried out by survey agency approved by Contractor and shall be submitted to PMC/EIC for review.
163	GEO TECHNICAL INVESTIGATION
164	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.
165	EARTHWORK IN SITE GRADING
166	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 not exceeding 30 cms loose thickness, watering, ramming and compacting with power road rollers to give at least 90% of max. laboratory dry density, 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).
167	PAVER BLOCK Flooring
168	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-chargeNote :-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, shuttering with 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
169	RCC HUME PIPE CULVERT
170	Providing, laying, jointing and testing RCC hume 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.
171	Providing, laying, jointing and testing RCC hume 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.
172	KERB STONE FIXING
173	Providing and fixing precast concrete Kerb stones (125 wide X 300 deep) of M-30 grade or equivalent of approved make and shape at 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. Note:- 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
174	SAND FILLING
175	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 not 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 .
176	DEMOLITION OF R.C.C./BRICKS/STONE MASONRY/STEEL WORK
177	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 required as per technical specifications and direction of Engineer-in-charge.Note: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 CUM as demolished.
178	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 required as per technical specifications and direction of Engineer-in-charge.Note: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.
179	EARTH WORK IN FOUNDATION
180	Earth work in Excavation below ground level for all kinds of works in ALL TYPES OF SOIL as 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.
181	For depth beyond 1.5m and upto & inclusive of 3.0m.
182	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 not 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.
183	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 not 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.
184	Transporting and disposing the SURPLUS EARTH AND DEBRIS including shrubs and vegetations from 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.
185	PLAIN & REINFORCED CEMENT CONCRETE:
186	Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-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 nominal 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.
187	Concrete of nominal mix of 1:5:10 by volume (1 Cement :5 Coarse Sand : 10 Crushed Stone Aggaregates/Gravels).
188	Providing and laying PLAIN CEMENT CONCRETE for all depths below and upto plinth level in foundations,drains, fillings, non-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..
189	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,pipe encasement, 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.
190	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, canopies, 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.
191	CENTERING AND SHUTTERING
192	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, non-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.
193	i) For all depths below and upto & inclusive of plinth level.
194	ii) For all heights above plinth level.
195	REINFORCEMENT
196	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.
197	STRUCTURAL STEEL WORKS
198	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, monorails, platforms, staircases (excluding chequered plates and gratings), ladders, stoppers, brackets, side runners, sagrods, supports for pipe & equipment and technological 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 Nonshrink Grout as specified, including preparation and submission of detailed fabrication drawings and applying primer after fabrication as per specification (for normal corrosive environment), etc. all complete
199	MISCELLANEOUS STEEL WORKS
200	Supplying, fabricating, fixing and keeping in position at all levels and locations THREADED ANCHOR BOLTS of all diameters and nomenclature 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 cloth etc. all complete as specified and directed.
201	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.
202	SCHEDULE OF RATES (SOR): SECTION-D [CATHODIC PROTECTION WORKS]
203	CATHODIC PROTECTION SYSTEM
204	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.
205	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.
206	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.
207	25 mm2
208	10 mm2
209	6 mm2
210	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.
211	6 mm2 Cables
212	10 mm2 Cables
213	25 mm2 Cables
214	Supply & installation of Small 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.
215	Supply & installation of 20Kg Zn anode 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 anode of minimum 20 Kg weight, backfilling & all related civil work, complete in all respects. The work shall also include anode to tail cable connection, cable laying and termination inside the test station.
216	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.
217	Supply & installation of 5 Kg Mg anodes after pre-packaged with chemical backfill as per enclosed drawing. The anodes 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 anodes & 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.
218	Supply, installation, testing and commissioning of spark-gap arrestors across insulating joints.
219	Supply, installation, testing and commissioning of Electrolytic Polarization cell (as per approved design)
220	Note: (1) The quantities given above against individual items are indicative and shall not 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.
221	SCHEDULE OF RATES (SOR): SECTION-E [ELECTRICAL WORKS]
222	GI Strip (50X6) mm
223	GI Strip (25X6) mm
224	Note: (1) The quantities given above against individual items are indicative and shall not 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.
225	SCHEDULE OF RATES (SOR): SECTION-F [INSTRUMENTATION WORKS]
226	Supply, Calibration and Installation of instrumentation items listed below:(For details, refer instrumentation specifications)
227	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.
228	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.
229	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.
230	Temperature Transmitter of different Range and rating as per site requirementEngineering , Design, Supply, Installation, Calibration, Testing & Commissioning of Temperature 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.
231	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 nozzle and installation of instruments as per General Specification-Instrumentation
232	Valve Junction Bob - Gas Over Oil Actauted Valve (GOOV) and or HOV of different size and rating as per site requirementInstallation of valve 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.
233	Cables, Cables Trays and Junction boxesSupply, laying, installation, erection of signals cable from pressure transmitters, temperature transmitter to junction boxes, junction boxes to existing local control panel (LCP)/FC. including glanding, termination, ferruling, dressing etc. at both ends.Laying of cable from remote operated valve junction box to existing local control panel (LCP)/FC ncluding 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.
234	1P X 1 .5 Sq. mm Over all Screened
235	8 T x 1.5 Sq. mm Over all Screened
236	3C X 2 .5 Sq. mm Power cable
237	Junction Box'Flameproof Junction box as per specification with Plug and suitable for cable entries of single pair and multi pair cable as per the Instrument cable schedule
238	Cable Trays (60 mm wide x 30 mm height)
239	Cable Trays (100 mm wide x 30 mm height)
240	Cable Trays (300 mm wide x 30 mm height)
241	Multi cable Transit (MCT) block with stay plate and module as per the approved datasheet
242	Canopy
243	SCHEDULE OF RATES (SOR): SECTION-G [TELECOM WORKS]
244	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
245	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.
246	Supply of jointing closure 24 Fiber, 2 way including all accessories (3M, Siemens, Raychem make only)
247	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.
248	Ethernet Switch, Convertor & AccessoriesEngineering , Design with wake frequency calculation, Supply , Installation, Calibration, Testing & Commissioning.
249	Optical Switch, Convertor & AccessoriesEngineering , Design with wake frequency calculation, Supply , Installation, Calibration, Testing & Commissioning.
250	Telecommunication Site Work
251	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.
252	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
253	Supply and laying of GI Pipe (4\\") at crossings for protection of OFC / HDPE duct
254	Splicing, Jointing of Optical Fiber Cable (Including Supply and Installation of jointing pits including sand, etc. & joint markers)
255	Supply of FTC with pig tails other accessories for termination of OFC - 24 Fibre in the Telecom Room
256	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.
257	Note: (1) The quantities given above against individual items are indicative and shall not 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. Please Enable Macros to View BoQ information

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