Tender For Laying Of Steel Pipeline And Associated Facilities For Lmc To M/S. Avaada Green Glass Private Limited (Aggpl), Nagpur., As Per Sow-Uttar Pradesh

TDR : 55885434

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Corrigendum Details
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As Per Sow , Uttar Pradesh

Tender Brief : Corrigendum : Tender For Laying Of Steel Pipeline And Associated Facilities For Lmc To M/S. Avaada Green Glass Private Limited (Aggpl), Nagpur.

Document Fees
Refer document

EMD
₹ 1500000.0 /-

Tender Value
Refer document

Submission Date
22-06-2026

Competition Type
Indian

Bidding Type
Tender

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Sr No	Corrigendum Date	Corrigendum	Type	New Submission Date
1	10-06-2026	Corrigendum1	Terms and Conditions	22-06-2026

Name of Work:- LAYING OF STEEL PIPELINE AND ASSOCIATED FACILITIES FOR LMC TO M/S. AVAADA GREEN GLASS PRIVATE LIMITED (AGGPL), NAGPUR.

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, procurement and supply of all 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:
4	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. 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.
5	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 ) for breaking rock . The payment shall be done as per SOR item No. A00120 based on actual measurement for Rocky Terrain encountered as certified by the EIC and duly certified geotech survey. Geotech survey shall be done by contractor and payment shall be made as per relevant SOR item.
6	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.
7	Stringing of line pipes along ROU including providing straw / sand / soft soil bags, soft padding / sand padding.
8	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.
9	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).
10	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).
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, pre-padding and post padding around pipeline (as per standard) with soft soil/sand including supply of padding material/rock shield , 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	All tieing-in, including the tie-ins with adjacent section of the pipeline.
15	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.
16	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.
17	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.
18	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, pigging and Nitrogen purging and preservation maintaining Nitrogen column of minimum 5% of pipeline volume (payment for supply of Nitrogen shall be paid seperately as per SOR no- B0011000), 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.
19	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.
20	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.
21	Specified Size (NB)
22	324 (12\\"), Difft. Garde and Thickness
23	169 (6\\"), Difft. Garde and Thickness
24	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.
25	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.
26	Supply and installation of Concrete Slab (RCC, Thk. 80mm) / HT sheeting (PE300, Thk. 6 to 8 mm) for Protection of Pipeline against underground HT cables /overhead HT lines as per drawing and specification attached with tender document.
27	SUPPLY & INSTALLATION OF LR BENDS
28	Bends (R = 6D) 12\\" NB,7.1 mm W.T. API 5L-X70 Angle - 20° to 30°
29	Bends (R = 6D) 12\\" NB,7.1 mm W.T. API 5L X70 Angle - 61° to 90°
30	Bends (R = 6D) 6\\" NB,6.4 mm W.T. API 5LX52 Angle - 11° to 20°
31	Bends (R = 6D) 6\\" NB,6.4 mm W.T. API 5LX52 Angle - 20° to 30°
32	Bends (R = 6D) 6\\" NB,6.4 mm W.T. API 5LX52 Angle - 31° to 45°
33	Bends (R = 6D) 6\\" NB,6.4 mm W.T. API 5LX52 Anglee - 46° to 60°
34	Bends (R = 6D) 6\\" NB,6.4 mm W.T. API 5LX52 Angle - 61° to 90°
35	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
36	“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/soft rock/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.”
37	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.
38	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 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.
39	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.
40	Installation of 12\\" NB 3LPE Coated Carbon Steel Pipeline by HDD
41	Installation of 6\\" NB 3LPE Coated Carbon Steel Pipeline by HDD
42	Installation of 6\\" NB 3LPE Coated Carbon Steel Pipeline by Shallow HDD
43	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.
44	INSTALLATION OF CARRIER PIPE CROSSINGS BY HDD METHOD AT CROSSING WITHOUT CASING PIPE IN ROCKY TERRAIN
45	“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.”
46	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.
47	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.
48	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.
49	Installation of 6\\" NB 3LPE Coated Carbon Steel Pipeline by HDD
50	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.
51	Note: (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 (as per built) carrier pipeline string with mainline laid by Jacking / Boring method are inclusive in this above item rate. No any separate payment shall be made under other clauses mentioned elsewhere.
52	PERMANENT MARKERS
53	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.
54	Pipeline Warning Signs
55	Right-of-way Boundary Markers
56	Kilometer Posts
57	Direction Markers
58	Pipeline laying liaisoning with statutory authorities / Permission Issuing Authorities
59	Liaisoning with statutory Authority /Permission issuing Authorities for obtaining routine work permit for execution of work and NOC from various Statutory Authority having jurisdiction before/during execution of work and for complying with all stipulations/ conditions and recommendation of the said Authority.Required Permission shall be arranged/obtained by the Owner.(Note :- Payment shall be based on the actual length of pipeline laid).
60	GPRS (Ground Penetration Raddar Survey) in all depth
61	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.
62	INSTALLATION OF CARRIER PIPE CROSSINGS BY MOILING METHOD AT CROSSING WITHOUT CASING PIPE
63	“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, 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 not limited to, following works in accordance with the specifications and instructions of EIC, and as per all provisions of Contract Document.”
64	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.
65	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.
66	Laying of 6\\" NB Carrier pipe without casing by Molling method
67	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.
68	Hiring and deploying of fire tenders along with accessories and operating crew. The rates quoted shall be inclusive of all expenses.
69	Deployment of Fire Tenders for 12 Hrs
70	Magnetic Cleaning & Electronic Geometric Pigging
71	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 1.5-2 km intervals, preparation of site report on pipeline, data analysis at contractors facility as per specifications and provision of Bid documents.
72	CONTINUOUS CONCRETE COATING
73	Additional work over and above SOR Sl. No. 1 for 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.
74	Pipes as per following details :
75	Pipe OD-169 mm, WT- 6.4mm for X-52, Coating Thickness -80 mm
76	Note: 1) This item shall be operated alongwith item no. 1.0 above for marshy lands , small water body crosssings like nala , canal , ponds , water channel etc. Of all crossing width and to all depth as per instruction of EIC based on actual site acondition. No 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.
77	REPAIR OF DEFECTS IN LINE PIPE AND PIPE COATING (ATTRIBUTABLE TO OWNER)
78	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.
79	Repair of coating defects in 3-Layer PE Coating Line Pipe
80	Repair of Holiday in Coating
81	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.
82	Repair of Defects in Pipes
83	Cutting and rebevelling (dents / damage in bevels exceeding 3mm in depth)
84	Jack out (dents in bevels ranging between 1mm and 3mm in depth)
85	LEAKS/ BURSTS (Attributable to Owner)
86	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
87	Major leak (Detected by visual method) For pipeline size 324 mm (12\\") OD
88	Major leak (Detected by visual method) For pipeline size 169 mm (6\\") OD
89	Note: (1) This rate is applicable for any number of repairs required in the section for manufacturing defects in Owner supplied material only.
90	(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.
91	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
92	Minor leak (Detected by sectionalizing method) For pipeline size 324 mm (12\\") OD
93	Minor leak (Detected by sectionalizing method) For pipeline size 169 mm (6\\") OD
94	Note: (1) This rate is applicable for any number of repairs required in the section for manufacturing defects in Owner supplied material only.
95	(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.
96	Complete the venting of trapped gas between SV-22 and SV-23 following shutdown and prior to pipe cutting, a dedicated team comprising one site supervisor, two gas venting technicians, one safety officer and two helpers will be deployed. The site supervisor will coordinate overall execution and compliance with EIC instructions, while technicians operate vent valves and monitor pressure. The safety officer will enforce continuous gas detection and PPE use, a person will remain on standby with extinguishers, and helpers will manage hoses and barricading. Vehicles will include a crew pickup for manpower transport and an emergency response vehicle equipped with first aid and fire extinguishers, plus a support vehicle if calibration tools are required. Tools and tackles will consist of two portable multi-gas detectors, anti-static vent hoses of required length, earthing clamps and cables, barricading tape and cones, spark-proof wrenches, full PPE for all workers, a portable wind indicator, and two-way radios for team coordination. Machinery will include a mobile vent stack if specified by EIC, a nitrogen purge unit for post-venting inerting before cutting, a portable blower for forced ventilation in confined areas, and two DCP or CO₂ fire extinguishers. All work will strictly follow EIC instructions, including obtaining a permit to work, confirming isolation of valves, venting to a safe downwind location at least 50 meters from ignition sources, continuous gas monitoring with immediate stoppage if LEL exceeds 10%, and final pressure verification before pipe cutting commences.
97	PRE-COMMISSIONING OF ENTIRE UNDERGROUND PIPELINE AND TERMINALS / STATIONS.
98	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.
99	Precommissioning Checks
100	Pre-commissioning of pipeline including terminals / stations.
101	VACCUM DRYING
102	Complete work of carrying out drying by vaccum drying method of pipeline section (@ Temperature Dew Point (-20°C) & at atmospheric pressure) 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.
103	Drying by vaccum drying method
104	COMMISSIONING ASSISTANCE AND COMMISSIONING
105	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.
106	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.
107	SECTION-B [MECHANICAL (PIPING & TERMINAL WORKS)]
108	PLANT PIPING (ABOVE GROUND)
109	Complete Carbon Steel Piping Work with painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts, etc., as described below
110	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.
111	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 inch dia basis under this item only.
112	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.
113	Installation of weldolets, sockolets, flanges, vent and drain point connection, etc., as required.
114	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.
115	Design and Residual Engineering
116	Preparation of bill of material(BOM)
117	Preparation of Construction, Fabrication, GAD, isometric and As-built drawings
118	Carrying out all Non-destructive testing as required except Radiography.
119	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.
120	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.
121	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.
122	Precommissioning & making operational all piping system and equipments.
123	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.
124	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.
125	1/2\\" to 2\\" ( Sch-60/Sch-80/Sche160/XXS/XS)
126	Above 2\\" to 8\\" Pipe (Sch-60, 80, 160, XS, 6.4mm)
127	Above 8\\" to Above (Sch-80, 7.1, 9.5 mm)
128	Note: Pipeline thickness as mentioned above are tentative and it may vary., 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
129	INSTALLATION OF VALVES
130	INSTALLATION OF ABOVE GROUND FLANGED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW:
131	Size - 2.0 Inch, Rating - 150#/300#/600#
132	Size - 1.0 Inch, Rating - 800#
133	INSTALLATION OF ABOVE GROUND BUTT WELDED/SOCKET WELDED VALVES (BALL / PLUG / CHECK / GATE / GLOBE) AS PER DETAILS GIVEN BELOW:
134	Size - 6.0 Inch, Rating - 150#/300#/600#
135	Size - 2.0 Inch, Rating -150#/300#/600#
136	Size - 1.0 Inch, Rating - 800#
137	Size - 3/4 Inch, Rating - 800#
138	INSTALLATION OF ABOVE GROUND GOV AS PER DETAILS GIVEN BELOW
139	Size - 6 Inch,
140	INSTALLATION OF ABOVE GROUND HOV AS PER DETAILS GIVEN BELOW
141	Size - 12 Inch,
142	Size - 6 Inch,
143	SUPPLY OF ASSORTED PIPE, VALVES , FITTINGS AND FLANGES
144	Complete work of supply of pipes, valves, fittings and flanges including all taxes, duties, transportation and inspection charges but not limited to, the following items in accordance with relevant specifications indicated in scope of work , drawings, specification and instructions of EIC and as per all provisions of the Contract Document.
145	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.
146	CARBON STEEL (CS) PIPES (As per attached QAP in Tender)
147	CS Pipes 12\\" NB Sch XS API 5L, Gr.B, Seamless, BE / A 106 Gr.B.
148	CS Pipes 2\\" NB ASTM A 333 GR.6
149	CS Pipes 1\\" NB ASTM A 333 GR.6
150	CS Pipes 3/4 \\" NB Sch 160 , A 106 Gr.B.
151	VALVES
152	Supply of Butt/Socket Welded- Female (SW) Ends Ball Valves as per PMS and Data Sheet (As per attached QAP in Tender)
153	Size - 1.0 Inch, 800#, SW Ends, Design Standard - BS EN 1SO 17292, Floating type, Full Bore Ball Valve, Lever Operated
154	Supply of Globe Valves as per PMS, Data Sheet and QAP in Tender
155	Size - 1 Inch, 800#, SW Ends, Design Standard - BS EN 1SO 15761,
156	Supply of Plug Valves as per PMS and Data Sheet
157	Size - 1 Inch, 600#, Flange Ends, Design Standard - BS EN 1SO 15761 (LTCS)
158	Size - 2 Inch, 600#, Flange Ends, Design Standard - BS EN 1SO 15761,
159	FLANGES
160	Supply of Blind Flanges as per details below: (As per attached QAP in Tender)
161	Size - 1.0 Inch, 600# , Thk/Sch - XS , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
162	Supply of Raised Face Blind Flanges (BLRF) as per details given below:
163	Size - 12 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
164	Size - 1.0 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
165	WNRF FLANGE
166	Size - 12 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
167	Size - 1.0 Inch, 600# , Material - ASTM A105, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5
168	FITTINGS
169	Supply of R=1.5D 90o BW Elbow as per details given below: (As per attached QAP in Tender)
170	Size - 6.0 Inch, Thk/Sch - XS, Material - ASTM A 105, Dimn. Std. - ASME B 1611
171	Size - 2.0 Inch, Thk/Sch - XS, Material - ASTM A420 GR.WPL6 , Dimn. Std. - ASME B 1611
172	Size - 1.0 Inch, Thk/Sch - XS, Material - ASTM A 105, Dimn. Std. - ASME B 1611
173	Supply of BW Equal Tee as per details given below:: (As per attached QAP in Tender)
174	Supply of BW Un-equal Tee as per details given below: (As per attached QAP in Tender)
175	Supply of Flow Tee as per details given below: (As per attached QAP in Tender)
176	24''X24''X12''-ASTM A234,GR.WPB (CHARPY)
177	Supply of Sockolet conforming to MSS-SP-97, Material - ASTM A105 and as per details given below:: (As per attached QAP in Tender)
178	2\\" x 3/4\\", 6000#
179	2\\" x 1\\", 6000#
180	Supply of Weldolet conforming to MSS-SP-97, Material - ASTM A105 (CHARPY) -As per attached QAP in Tender and as per details given below:
181	12\\" x 2\\", Thk/Sch - XS
182	SUPPLY & INSTALLATION OF QOEC
183	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.
184	QOEC 2\\"- 600 #
185	Supply of Reducer (CONCENTRIC) As per attached QAP in Tender and as per details given below:
186	Nipple
187	Supply of Nipple 3/4 inch, ASTM-106, Sch- XXS (One side Threaded (NPT)-Male, One side socket welded)- Length :150MM
188	RADIOGRAPHY
189	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.
190	Radiography 2\\" NB
191	Radiography 6\\" NB
192	Radiography 12\\" NB
193	Radiography 24\\" NB
194	HANDLING, LIFTING, TRANSPORTATION (INSTALLATION) OF EQUIPMENTS / VESSELS
195	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, equipments supplied 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 not 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.
196	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
197	The Contractor shall receive and take over, Handling including lifting, Owner-supplied bare / 3 LPE Coated line pipe if applicable / 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.
198	Transportation by Trailer Fix up to 0-50 KM (Weight up to 18 Ton) per trip
199	Transportation by Truck Fix up to 0-50 KM (Weight up to 3 Ton) per trip
200	Transportation by Truck Fix up to 0-50 KM (Weight 4 Ton to 10 Ton) per trip
201	Transportation by Trailer Capacoty up to 18 Ton (40' L X 8.6' W X 7' H) Beyond 50 KM in addition to SOR Item No. B006010.
202	Transportation by Truck Beyond 50 KM in addition to SOR Item No. B006020 & B006025.
203	Note: (1) Transportation up to 50KM shall be paid by SOR no. B006010/B006020/B006025. 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.(6) Transportation of pipeline is excluded
204	FIRE EXTINGUISHERS (Portable)
205	Supply, installation and commissioning of the following fire extinguishers:
206	Co2 4.5 KgsFire Extinguisher: 01 No. of each 250 M2/Min. 2 considering travel distance of 15 meters.
207	DCP 9 Kgs Stored Pressure Type Fire Extinguisher: 01 No. of each 250 M2/Min. 2 considering travel distance of 15 meters
208	4 Nos. Sand Buckets with stand & canopy considered 1 set for each location
209	Wind Shock
210	Hook-up works at tap-off point, Despatch and Receiving Terminal including making provision for hooking up and carrying out shutdown activities at terminals if necessary
211	Carbon Steel Piping Work with painting
212	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, NDT (Radiography), 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.
213	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 supply of all consumables required for completion of job.
214	Supply of all manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of EIC wherever required. Preparation of Construction, Fabrication, isometric and As-built drawings.Carrying out Non-destructive testing as required .
215	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.
216	Testing/ drying/cleaning/Golden Tie -In with existing Pipeline
217	Precommissioning & making operational all piping system and equipments.
218	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.
219	Piping different grades & thickness (12.5mm)
220	INSTALLATION OF FILTERING/ METERING/ PRS SKID AND SCRAPER TRAPS
221	Installtion of above ground owner supplied Filtering , Metering , PRS Skid, 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
222	Installation of above ground Flanged/ Welded Scraper Traps up to mechancial completion in all respectinclusive of painting suitable for Normal Corrosive Environment
223	Installation of above ground Filtering/ Metering/ Pressure Reducing Skid/Analyzer up to mechanical completion in all respect inclusive of painting suitable for Normal Corrosive Environment at various loactions.
224	DISMANTLING AND CLEARING OF FILTERING/ METERING/ PRS SKID / SCRAPER TRAPS & OTHER EQUIPMENTS
225	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.
226	PADDING FOR PIPE SUPPORTS (4 Inch and Above)
227	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 normal corrosive painting environment as defined in contract document and as per standard specification for painting specification, Drawings, Specification, Standards, other provisions of Contract and instruction of Engineer-in-Charge.
228	CS Structural Steel
229	NITROGEN SUPPLY
230	Supply of Nitrogen for preservation of Pipeline/ purging of pipeline / hookup & shut down activities .
231	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; a(2) Quantities given against individual item may be utilised / used for other consumers in same area.
232	INSTALLATION OF EQUIPMENT OTHER THAN ITEM NUMBER B009000
233	Installtion of above ground owner supplied equipment other than listed in item No B009000 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 equipments
234	SECTION-C [CIVIL / STRUCTURAL & ARCHITECTURAL]
235	SURVEY WORKS
236	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.
237	GEO TECHNICAL INVESTIGATION
238	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.
239	FENCING & GATE
240	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).
241	Supplying, fabricating and fixing in position structural steel line posts, 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 Normal Industrial Environment.
242	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, complete as per drawings, specifications and directions of Engineer -in- Charge.
243	Providing and fixing in position Steel Entrance Gates consisting of MC- 75 framework for shutters, 20mm square M.S. vertical bars welded to the framework @100mm c/c, 3mm thick M.S. sheet boxing, locking arrangement, 25mm thick, 75mm dia M.S. wheel with ball bearing including fixing the gate to RCC/ masonry by M.S. hinge arrangement (75mm x 75mm x 6mm M.S. angles, bolt, washers) and M.S. hold fast grouted with M-15 grade concrete, providing and fixing M.S. pivot,50mm x 50mm x 6mm M.S. Tee bent to shape and embedded in road surface for gate opening track, gate stopper, painting the gate with approved shade and quality synthetic enamel paint (two coats) and a coat of approved quality primer, ensuring smooth operation of the gate etc. all complete as per attached standard drawing.
244	Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately)
245	EARTHWORK IN SITE GRADING
246	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 boundry limit of the plant and measurement shall be taken in the cutting area only).
247	PAVER BLOCK Flooring
248	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
249	RCC HUME PIPE CULVERT
250	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.
251	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.
252	KERB STONE FIXING
253	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
254	SAND FILLING
255	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 .
256	DEMOLITION OF R.C.C./BRICKS/STONE MASONRY/STEEL WORK
257	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.
258	SOAK PITConstruction of soak pit conforming to IS:2470 Part-I and as per standard, masonry, filling and hand packing brick bats of size ranging between 40mm to 50, connecting with septic tank with necessary fittings, piping etc.including excavation, back filling and disposal of surplus earth for all leads, complete as per drawings, specifications and directions of Engineer- in-Charge. for following users ( Users -10 NOS )
259	MANHOLEConstruction as per Standard drawing of brick masonry (brick class shall be as mentioned below) inspection chambers/manholes of 750mmx750mm internal size 1000mm deep(Max.) in cement mortar 1:4 (1 cement: 4 sand) with CI frame and cover 500mm clear dia, (circular Medium duty of grade MD-10) conforming to IS:1726 fixed on RCC slab of M-30 grade, necessary excavation, supplying, fixing 4 Nos. 16mm dia M.S. rungs, M-20 grade foundation concrete 1:3 cement mortar(1 cement: 3 sand) plastering of 13mm average thickness for inside & 16mm avg. thickness for outside exposed surfaces, backfilling, disposal of surplus earth upto a lead of 100M, benching with M-20 grade cement concrete and rendering smooth with a neat coat of cement slurry, painting the C.I. frame and cover with two coats of chlorinated rubber zinc phosphate primer @ 40µ DFT per coat and finish painting consists of two coats of chlorinated rubber paint @40µ DFT per coat etc. all complete as per drawings, specifications and directions of Engineer-in- Charge.
260	SEPTIC TANKConstruction, supplying, installation, testing and commissioning of septic tank as per standards and IS:2470 Part-I , with all necessary accessories like inlet, outlet vent pipes, manhole covers, rungs etc. including earthwork in excavation in all type of soil except soft and hard rock, backfilling and disposal of surplus earth for all leads etc. complete as per standards, drawings, specifications and directions of Engineer-in-Charge. All material including cement supplied by contractor for( Users -10 NOS )
261	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.
262	ERC/IRC
263	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/ existing roads and making good the same including supply of any road 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 approximately 1.0 m length and painting and lettering with 2 coats of 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.
264	EARTH WORK IN FOUNDATION
265	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.
266	For depth beyond 1.5m and upto & inclusive of 3.0m.
267	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.
268	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.
269	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.
270	PLAIN & REINFORCED CEMENT CONCRETE:
271	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.
272	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.
273	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.
274	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.
275	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 non 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.
276	CENTERING AND SHUTTERING
277	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.
278	i) For all depths below and upto & inclusive of plinth level.
279	ii) For all heights above plinth level.
280	REINFORCEMENT
281	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.
282	STRUCTURAL STEEL WORKS
283	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 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
284	MISCELLANEOUS STEEL WORKS
285	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.
286	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.
287	Supplying, fabricating and erecting in position at all levels and locations bolted, clamped and/or welded GRATING (fabricated as per standards) 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, notches, openings of required size, nosing, 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.
288	BRICK MASONRY
289	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.
290	External WallsOrdinary plain cement plaster Average 15mm thick 1:6 (1cement : 6 sand). Cement supplied by the Contractor at their cost.
291	Internal WallsOrdinary plain cement plaster Average 12mm thick 1:4 (1cement : 4 sand). Cement supplied by the Contractor at their cost
292	Painting of WallsExternal walls:- Providing & applying 3 coats of waterproof decorative cement paint of approved make and approved shade, cleaning, including preparation of surfaces,base primer, curing etc. all complete
293	Providing and applying two coats of synthetic enamel paint of approved make and shade to give an even shade including cleaning and preparation of surfaces, providing 2 coats of primer, stopping and filling etc. complete.
294	EXTERNAL PLUMBING WORKS
295	supply, transportation and erection of 500 liters SINTEX / Equivalent water tanks
296	Supply of Porta Cabin
297	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 and required accessories like Electric Sockets etc.
298	External Water Supply System / Bore Well
299	Supply, laying and commissioning GI water supply piping (Heavy Duty, Tata / Jindal / Indus make) with all fitting such as garden irrigation fittings, water meter, water connection, and all other fittings including earth cutting, filling, disposal of surplus earth, bore well 150 mm dia, depth (50-150) meter and submersible pumps CRI or equavalent make 3 h.p.including all accessories, panel, wiring all complete in all respects as per scope of work, detailed drawings, technical specifications and directions of the Engineer-in-charge.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials including pipes, water meter (Class – B I.S Approved, Cresent / Kranti Make, 9999 Kilo. Lts. Reading capacity), valves, boring, priming, cabling, pumps, clearing, earth work, etc with all bye works and sundry works and consumables.ORConstruction, testing and commissioning of Bore-Well as per the Scope and attached Drawing.
300	Supplying and filling of Bouldors
301	Supplying and filling of various sizes and type of boulders as per site requirement or as per direction of EIC.Rate involves supply, transportation, unloading at site, laying, etc. to complete the work in all respect.
302	Road and Pavement to complete the work in all respect.Note: 1. Rate incudes all the supply of material, labour, machinery etc. to complete the job in all respect. No any separate payment shall be made under other clauses mentioned elsewhere.
303	Providing and making GAIL logo on boundary wall (on alternate panels) with prefabricated mould to be pressed on the plastered surface within a recess (1200mm x 1500mm x 30mm thk. deep) while it is green. Necessary, touch ups, etching, chiseling to be done as per requirement for depicting the exact logo. The dimensions of the logo shall be 900mm X 600mm. The logo shall be painted with external acrylic emulsion paint in GAIL corporate colours.
304	SECTION-D [CATHODIC PROTECTION WORKS]
305	CATHODIC PROTECTION SYSTEM
306	CATHODIC PROTECTION SYSTEM (TCP)
307	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.
308	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.
309	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.
310	25 mm2
311	10 mm2
312	6 mm2
313	Making cable to pipe connections by thermit welding/Pin brazing 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.
314	6 mm2 Cables
315	10 mm2 Cables
316	25 mm2 Cables
317	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.
318	Supply & installation of Big 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.
319	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.
320	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.
321	Supply, installation, testing and commissioning of spark-gap arrestors across insulating joints.
322	Supply, installation, testing and commissioning of Electrolytic Polarization cell (as per approved design)
323	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.
324	CATHODIC PROTECTION SYSTEM (PCP)
325	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.
326	1C x 25 sqmm armoured aprox. 50 mtr Cable, Bonding TLP, Bonding Resistance etc
327	Supply and Installation of pipe to cable connection by Pin Brazing Encapsulation method
328	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 the existing TCP system of the pipeline). However, if any other mitigation measures required then same will be in scope of PCP contractor.
329	Testing and commissioning of PCP system
330	CIPL Survey
331	DCVG Survey
332	CAT Survey
333	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.
334	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.
335	SECTION-E [ELECTRICAL WORKS]
336	Supply, installation, testing and commissioning of 160W LED Fixture(IP-65) with 11mtr high pole with weather proof Junction box, for open area flame proof
337	Supply, installation, testing and commissioning of 27 W Lantran LED Fixture (IP-65) with whether proof Junction box for Gate for Gate lamp flame proof
338	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.
339	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.
340	SITC of 1x50W LED FLP, Industrial Fixture with FLP Junction box for battery room complete in all respects.
341	SITC of 12/18 W LED Industrial Fixture for Guard room/Toilet /Varandah/Co2 area.
342	PVC Conduit including bend,tee, clamps,JB and other required assesories.
343	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.
344	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.Note:- Below mentioned 02 items are included.06 Nos 5A flush type socket OUTLET FOR EXHAUST FAN complete in all respects.02 Nos Flame proof Junction box for Exhaust fan in Battery room complete in all respects.
345	16 A plug socket MCB for AC complete in all respects.
346	SITC of Ceiling Fan 230V AC 1200 mm sweep
347	Supply ,Installation and testing of 1.5 Tr. 5 Star Indoor & Outdoor unit of split AC including all labours and materials for Typical SV station refer General specification of Erection, Installation, Testing & commisioning of Electrical Equipments, General Specification for Air conditioningSystem and directions of OWNER / CONSULTANT.
348	Supply and Installation of Hardware and other accessories including all labours and materials as per General specification of Erection, Installation, Testing & commisioning of Electrical Equipments , Electrical Design Basis , General Specification for Cable and accessories and directions of OWNER / CONSULTANT.
349	Rubber Mat
350	CAUTION Board & Sock treatment chart
351	Electrical hand gloves
352	Ladder type Cable tray - Galvanized steel fabricated out of hot rolled sheet steel with rigid welded ladder type 300 mm wide straight run
353	Floor mounted MEDB consisting of busbar chamber, cable alley, Incomer - 1 no. 160 Amp FP MCCB, Auto healthy phase selector & Outgoing - 3 nos. 125 Amp FP MCCB, 3 nos. 63 Amp FP MCCB, 4 nos. 63 Amp FP MCB, 6 Nos. 40A FP MCB (as per technical specification, data sheet & SLD enclosed with this tender), complete with ammeter, voltmeter, energy meter, voltage selector switch, indicating Lamps etc.
354	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 and as per SLD.
355	Recess/Surface mounted Power Panel(PP) Consisting of 63 Amp FP MCB as incomer and 16 nos. 16A DP MCBs as out goings and as per SLD.
356	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 etc and as per SLD.Outgoing Through Timer:8 Nos. 16 Amp FP MCB
357	Recess/Surface mounted UPS Panel(UPSDB) with MFM Consisting of 63 Amp DP MCB as incomer and 13 nos. 10A DP MCBs as out goings and as per SLD.
358	Recess/Surface mounted Power Panel(PP) or AC Panel with MFM Consisting of 63 Amp FP MCB as incomer and 9 nos. 20A DP MCBs as out goings and as per SLD.
359	Recess/Surface mounted Inverter Guard Room DB with MFM Consisting of 16 Amp DP MCB as incomer and 6 nos. 6A DP MCBs as out goings and as per SLD.
360	Design, Engineering, Supply , erection , Testing & commissioning of wall mounted 160A FP SFU as per Single line diagram(shall be provided near metering).
361	Design, Engineering, Supply , erection , termination , earthing (as per SLD) Testing &Commissioningof Min size of 2x5 KVA floor mounted AC supply UPS system, Parallel redundant ,with auxiliary bsupply and three phase charger and with NI-Cd battery bank with rack,with 24 hours backup (2 x50% load) as per the Tender specification.General Specification of-UPS System.
362	Supply, installation, testing, commissioning of Flameproof Flood Lighting Fixtures suitable for 250/400W HPMV or Equivalent LED Lamps 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.
363	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.
364	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.
365	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.
366	65mm dia 3 Mtr. Long GI PIPE Electrode with 6mm thick chequered plate cover, display board etc
367	600x600x3mm copper plate Electrode with 6 mm thick chequered plate cover, display board etc
368	GI Strip (50X6) mm
369	GI Strip (25X6) mm
370	1C 25 Sq.mm PVC insulated Cu Conductor
371	10 SWG GI wire
372	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.
373	25 x 3 Cu Strip
374	300mm long 50x6 GI earth busbar
375	25mm dia 1500mm long GI rod for lightning protection
376	Earthing test link
377	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.
378	4C X 6 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
379	3C X 2.5 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
380	4C x 120 sqmm AL FRLS XLPE Insulated Armoured Power Cable of 1100V Grade
381	4C x 35 sqmm AL FRLS XLPE Insulated Armoured Power Cable of 1100V Grade
382	4C X 16 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
383	4C X 10 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
384	3C X 6 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
385	3C X 16 Sqmm Cu conductor XLPE Insulated Armoured Power Cable of 1100V Grade
386	2.5 Sq.mm Cu wire
387	4.0 Sq.mm Cu wire
388	6.0 Sq.mm Cu wire
389	Design,manufacture, testingatworks, supply, storage, transportation tosite, Installation, testing, commissioning and performance test a tsite of Solar Street lighting system complete with GI poleand GI mounting bracket, control gearbox, internal cable from fitting to junction box, and 15 W LED fixture, three days battery backup with solar Module,earthing,electronics,dusk-dawn operation etcincluding pipe inserts for cables and connecting work and commissionings paresas required, with all material and labour as per specifications, drawing sand instruction of Engineer-in-charge. Nominal height of GI pole shall be 6m. Work to be completed in all respects.
390	Supply of flame proof type portable type emergency light fed by a self-contained SMF battery andcharger operating on input supply 240 V AC.
391	Illuminated signage boards for Station detail board(6ftx3ft) alongwith mounting structure (Station detail will be decided in detail engineering).
392	SECTION-F [INSTRUMENTATION WORKS]
393	Supply, Calibration and Installation of instrumentation items listed below:(For details, refer instrumentation specifications)
394	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.
395	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.
396	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.
397	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
398	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, Tubing with all fittings, termination and earthing followed by testing and commissioning of complete gas over oil actuated valve.
399	Gas Detection System (GDS)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.
400	IR type, Flame proof, IP-65, housing material SS316 without display, range 0-100% LEL point hydrocarbon gas detector.
401	Hooter, electronic multi-tone, IP-65, Ex'd' and epoxy coated aluminium housing material.
402	Beacon, electronic stroboscopic type, IP-65, Ex'd' and epoxy coated aluminium housing material.
403	Manual Call Point (MCP), electronic, 24 VDC power, IP-65, Ex'd' and GRP/aluminium housing material
404	Junction box
405	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.
406	1P X 1 .5 Sq. mm Over all Screened
407	2 P x 1.5 Sq. mm Over all Screened
408	12 P x 1.5 Sq. mm Over all Screened NIS cable
409	1 T x 1.5 Sq. mm Over all Screened NIS cable
410	8 T x 1.5 Sq. mm Over all Screened
411	4 P x 2.5 Sq. mm (For power supply)
412	3C X 2 .5 Sq. mm Power cable
413	2C X 1 .5 Sq. mm Power cable
414	Serial communication cable, Modbus RS - 485, PVC Sheathed, 4 pair
415	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
416	Cable Trays (60 mm wide x 30 mm height)
417	Cable Trays (100 mm wide x 30 mm height)
418	Cable Trays (300 mm wide x 30 mm height)
419	Multi cable Transit (MCT) block with stay plate and module as per the approved datasheet
420	Canopy
421	Metering skid Testing & Commissioning assistance (For instrumentation part )Testing & Commissioning of telemetry 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).
422	Pressure Reduction System (PRS) Testing & Commissioning assistance (For instrumentation part )Testing & Commissioning of telemetry 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).
423	SECTION-G [TELECOM WORKS]
424	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
425	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.
426	Supply of jointing closure 24 Fiber, 2 way including all accessories (3M, Siemens, Raychem make only)
427	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.
428	Telecommunication Site Work
429	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.
430	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
431	Splicing, Jointing of Optical Fiber Cable (Including Supply and Installation of jointing pits including sand, etc. & joint markers)
432	Supply of FTC with pig tails other accessories for termination of OFC - 24 Fibre in the Telecom Room
433	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.
434	Total amount excluding GST
435	GST (CGST&SGST/UTGST or IGST) in percentage (%) on Net Total Amount Please Enable Macros to View BoQ information

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Tender For Laying Of Steel Pipeline And Associated Facilities For Lmc To M/S. Avaada Green Glass Private Limited (Aggpl), Nagpur., As Per Sow-Uttar Pradesh

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