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file:///tt/file_convert/5aaa542a7f8b9a86188deba5/document.xlsx SOR.No. 05/21/Q7AU/Mainline SOR-01, Rev-0 of 56

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1.0 MAINLINE WORKS (PART-B)Description of Item

Unit Quantity

INR INR(1) (2) (3) (4) (5) (6)1.0 CARBON STEEL PIPES 1.1 PIPELINE LAYING / INSTALLATION

-

-

-

Sl.No.

Unit Rate inclusive of all applicable taxes & duties

except Service Tax

Total Amount inclusive of all applicable taxes & duties

except Service Tax

"Receiving and taking over" as defined in the specifications, handling, loading, transportation and unloading of Owner supplied 3-Layer PE coated and bare linepipes from Owner's designated stack-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 linepipes at the time of taking over, laying/ installation of coated linepipes as per specification wherever required depending on site condition including execution of all works, "taking over", handling , including loading and unloading, transportation of Owner supplied materials other than linepipe from Owner's designated place (s) of issue to work site, arrangement of all

additional lands required for Contractor's storage, fabrication, access for construction, procurement and supply of all materials (except Owner supplied materials), consumables, equipment, labour and other inputs, carrying out all temporary, ancillary, auxiliary works, ready for commissioning of pipeline as per drawings, specifications, other provisions of Contract document and instructions of Engineer-in-charge, including but not limited to carrying out the following works:

Surveying of route and detours required at the time of execution including marking the same in topographical sheet, preparation of construction drawings showing survey details, and submit same to Owner for review / approval.

Staking and installation of construction markers, clearing, fencing, grubbing, full filling all the requirements of various statutory/ environment authorities to the entire satisfaction of concerned authorities, grading of work area. Shifting of all obstruction within the ROU/ Pipeline route alignment viz. electrical lines/ poles, telephone line / poles, foreign pipeline, etc. co-ordination with concerned authorities and obtain permissions from these authorities.

Barricading the pipeline construction area prior to execution of the works as per drawings enclosed with tender document and to the entire satisfaction of Owner / Engineer-in-charge.

HARIDWAR NATURAL GAS PVT. LTD. MECON LIMITED

SCHEDULE OF RATES - PART-B-REVISION-1 (Ann. VIII to Corr. 1)LAYING & CONSTRUCTION OF 8”, 6” & 4” NB U/G STEEL PIPELINE NETWORK &

ASSOCIATED WORKS FOR CITY GAS DISTRIBUTION FOR HARIDWAR GABid Doc. No.: 05/51/Q7AU/HNGPL/001(i)


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Unit Quantity

INR INR(1) (2) (3) (4) (5) (6)

Sl.No.


except Service Tax


except Service Tax




-

-

-

-

-

-

-

-

Trenching to all depths by excavation in all types of soils including different type of pavement / footpath / roads (other than concrete roads) etc. including breaking, chiselling or otherwise cutting 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 as per the relevant standard/ specification etc. [The minimum depth of the top of pipeline shall be 1.0 m measured from top of pipeline coating to the top of undisturbed surface of the soil or as per SCC/ relevant code, whichever is higher]. Dewatering of trenches if required as per site condition.

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.Stringing of line pipes along pipeline trench / ROU on straw / sand / soft soil bags including supply of bags and its filling materials.

Checking, cleaning, aligning, bending, cutting and bevelling (as required) of pipes for welding and field adjustments including pipe fittings, welding, carrying out non-destructive testing of welds as required including 100% radiography by X-ray and providing all requisite equipment, labour, supervision, materials, films, consumables, all facilities and personnel to process, develop, examine and interpret radiographs and other tests as required, carrying out repairs of weld joints found defective by Engineer-in-Charge, carrying out re-radiography and other tests as required on repaired joints.

Carrying out installation of carrier line pipe at all minor crossing viz. road, carttrack, pathway, water bodies etc. at designated depth by open cut (except at crossing by HDD method & cased crossing).

Carrying out installation of carrier line pipe in the casing pipe at cased crossing (excluding installation of casing pipes which is covered separately).Coating of field weld joints, long radius bends (R=3D), elbows, buried fittings and valves etc. including supply of coating materials etc. (i.e. heat shrinkable sleeves and high build epoxy etc.) as per PJS & Technical Specification compatible with 3 layer PE coating material of the line pipe.

Installation of LR Bend (R = 3D) , as per specification wherever required depending on site condition.


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INR INR(1) (2) (3) (4) (5) (6)

Sl.No.


except Service Tax


except Service Tax




-

-

-

-

-

Training and diversions of streams in steep slope area, wherever required. -

-

Installation / lowering the pipeline in trench to required depth as per PJS, Technical Specification & drawings including padding around pipeline with suitable soil duly approved by EIC including supply of padding material, backfilling and its compaction to the satisfaction of concerned authorities with excavated earth / borrowed select soil including supply of borrowed select soil duly approved by EIC before backfilling and make ready for restoration to be done by Owner / concerned authorities.

Installation of warning tape on the entire length of the pipeline as per specification. Warning tape should have anti rodent properties. Supply and installation of slope breakers, wherever required or, as directed by Onwer / Engineer–in–charge.Crossing the all-foreign pipeline / HT line / cable / any other utilities etc. with necessary concrete / PVC protection including coordination with all agencies and obtaining NOC. Supply and installation of bank protection alongwith backfill materials duly approved by EIC for pipeline trench and banks falls under minor water body crossing as per technical specification & Std. Drg., wherever required or, as directed by Owner / EIC.

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 Engineer–in–charge 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 schedule of rate), re-testing after rectification, dewatering after successful completion of hydrotesting of entire section and as approved by Engineer-in-Charge.

(Note : Leak detection, its rectification and successfully re-hydrotesting shall be carried out by Contractor with a view that completion of all activity for successful hydrotesting is not inordinately extended, which will hamper the overall project schedule. Further, no extra payment claim shall be entertained for re-hydrotesting and leak detection if defects found attributable to Contractor.

All tieing-in, including the tie-in(s) of the pipeline with the adjacent sections of pipeline including cutting of test header, rebevelling as required, radiography and other NDT examination, joint coating as per specification.


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INR INR(1) (2) (3) (4) (5) (6)

Sl.No.


except Service Tax


except Service Tax




-

-

- Installation of all burried valves inside the valve pit and making provision to operate the valve.

-

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- Hook-up work with existing pipelines.-

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Installation of Coated Line Pipes as per following details:

1.1.1Meter 12,200

1.1.2Meter 13500

Final clean-up & restoration of right-of-use or area disturbed by contractor including obtaining NOC from respective land owner and statutory authorities during their construction activities for laying of pipeline works and disposal of debris and returning all surplus material to designated disposal areas / storage yard as and backfilling of trench and compaction of the same as per satisfaction of Owner and / Or as directed by Engineer–in–charge.

Restoration of land, facilities and boundary wall etc. and associated facilities dismantled/damaged by the Contractor during construction;

Protective coating of 500 micron thick two component (applied with the help of minimum three coats) liquid epoxy including supply of materials duly approved by Owner for all piping valves, fittings, structural steels etc. for buried installation and inside the valve pit as approved by the Engineer-in-charge.

Carrying out all temporary, ancillary, auxiliary works and all incidental works required to make the pipeline ready for pre-commissioning;

Obtaining work permits/ NOC from various statutory authorities having jurisdiction, before and after execution of the work, and complying with all stipulation/conditions/recommendation of the said authorities; Preparation of as-built drawings, pipe-books (1 set of tracing on polyester film and 3 sets of as-built drawings and 1 soft copy and 3 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 precommissioning activities.

Specified dia Thk (mm) Material Coating Type Length of each pipe(mm) NB

200 6.4 API 5L Gr. X-42 3 Layer PE Double random Coating (Externally) (approx. 11.5 m to 12.5 m)



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except Service Tax


except Service Tax




1.1.3Meter 12400

Note:i)

ii)

iii)

iv)

v) The lengths of pipelines are tentative. Items except above are covered separately. vi)

vii)

viii)

ix)

x)


This item shall be applicable for the underground steel grid main pipeline & branch pipeline including tap-off for distribution pipelines, valves, barred tees, insulating joints, bends (R=3D), flanges & fittings, accessories etc. and including fabrication, NDT, Testing & Installation of SVs (all types), tie-in of valve assembly including radiography of tie-in joints as per Schematic Layout Drawings and technical Specification alongwith aboveground approach pipeline upto Insulating Joint (including installation of aboveground / underground insulating joint) for various stations.

Supply of all valves, flanges, fittings, assorted pipes, barred tees & insulating Joints, etc. shall be paid by separate item mentioned elsewhere in SOR. In above item, backfilling of pipeline trench by borrowed select soil duly approved by Owner / EIC shall be paid by separate item mentioned elsewhere in the SOR. Contractor shall not perform any pipeline activities along ROU without specified barricading as per Std. Drg. and other safety measures.

Rate for laying of OFC & conduit shall be quoted in relevant Schedule of Rates (SOR) of Telecom works, hence not to be included in Pipeline Laying works.A large part of the proposed pipeline route is along National Highway/State Highway (SH)/ MDR/ Asphalt Road etc. However, in case of non-availability of ROU along NH/SH/ MDR/ Asphalt Road etc., the pipeline route may change and this may also require a new tap-off point at suitable location on Pipeline of M/s HNGPL. This may cause increase / decrease in SOR quantities.

The rates shall be applicable for the work within all locations / region within Haridwar/ Roorkee Region.The above rate is excluding of crossings by HDD, Boring, moiling, open cut conventional Method mentioned under separate item.Contractor shall ensure that no tree/plant cutting shall be carried out during Pipe Line Laying operations.Trenching shall be carried out manually if need be, so as to ensure no damage to plant/tree/OFC /water pipe line /telephone line/sewage line/electric cable and other under ground utilities. Supply of any additional LR bend on account of change in route due to the same shall be paid separately as per relevant SOR item covered elsewhere.


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INR INR(1) (2) (3) (4) (5) (6)

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except Service Tax


except Service Tax




1.2 PIPELINE LAYING / INSTALLATION in a built-up surface / Hard surface

1.2.1Meter 450

1.2.2Meter 650

1.2.3Meter 400

Note The above rate is inclusive of all other activities as per SOR 1.1 including its notes.

Raking up of hard surface of any type including concrete, tiled, brick lined soft/ hard rock which is breakable in pieces manually (without use of pneumatic machine) etc. All tiles/ slabs/ curb stones etc. removed during excavation shall be placed properly. The other activities are as per SOR 1.1 including its notes.





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1.3

1.3.1Meter 5000

1.3.2 Meter 2000

1.3.3Meter 3000

2.0 RESTORATION OF ROADS

2.1 Restoration of Asphalt road upto 10 cm thickness Sq. metre 4502.2 Restoration of Asphalt road beyond 10 cm upto 20 cm thickness Sq. metre 4502.3 Restoration of Concrete road upto 10 cm thickness Sq. metre 4502.4 Restoration of red stone road / footpath / pavement upto 4 inch thickness Sq. metre 450

ADDITIONAL EXCAVATION WORK FOR ACCOMMODATING CS AND PE PIPELINE IN SAME TRENCHExcavation in addition to trenching covered in SOR item no.1, to all depths by excavation in all types of soils including soft/ hard rock and different type of pavement / footpath / roads etc. including rock breaking, chiselling or otherwise cutting 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, MDPE Pipe (maximum to 125 mm PE 100 Pipe) as per the relevant standard/ specification etc. [The minimum depth of the top of pipeline shall be 1.2m measured from top of pipeline coating to the top of undisturbed surface of the soil or as per SCC/ relevant code, whichever is higher]. Dewatering of trenches if required as per site condition.

200mm 6.4 API 5L Gr. X-42 3 Layer PE Double random Coating (Externally) (approx. 11.5 m to 12.5 m)

150mm 6.4 API 5L Gr. X-42 3 Layer PE Double random Coating (Externally) (approx. 11.5 m to 12.5 m) 100mm 6.4 API 5L Gr. X-42 3 Layer PE Double random Coating (Externally) (approx. 11.5 m to 12.5 m)

Notes:i) The above mentioned work is exclusive of all other works related to laying of carbon steel and PE pipeline laying. ii) The payment for all other works related to laying of CS and PE pipeline shall be made as per Mainline SOR item no. 1.0 and 21.0 respectively.

Restoration of asphalt / concrete / red stone roads / pavement/ pavor block including compaction of soil, to original condition as per requirement and to the entire satisfaction of EIC and / or concerned Owners having jurisdiction for following thickness.


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except Service Tax


except Service Tax




3.03.1

2000

4.0 CONTINUOUS CONCRETE COATING (FOR CS PIPES)

4.1 Specified OD 219.1 mm x 6.4 mm W.T. Meter 484.2 Specified OD 168.3 mm x 6.4 mm W.T. Meter 484.3 Specified OD 114.3 mm x 6.4 mm W.T. Meter 36

5.0 CONCRETE SADDLE WEIGHTS

5.1 Specified OD 219.1 mm x 6.4 mm W.T. Nos. 10

6.0 WATER BODY (RIVER / CANAL) X INGS (BY OPEN CUT CONVENTIONAL METHOD)

BORROWED SELECT SOIL FOR BACKFILLINGAdditional work over and above item 1.0 for supply of specified and approved quality of borrowed local soft graded soil / sand in place of available excavated material and / or other suitable soil as per applicable standards / specifications, including backfilling of excavated trench for specified length after laying and padding of pipeline, including local transportation of such special backfill material over all distances, complete.

M3

Supply of all consumables, materials and application of 60 mm thk. continuous concrete weight coating of minimum density 2245 kg/m3 of minimum grade M-20 for 8" NB, 6" NB & 4" NB Line Pipe and field joints thereof in all areas of work wherever required as per site condition and performing all works as per specification on the line pipe for following sizes :-

Unit rate for additional works over and above item no. 1.0 for supply of all consumables and materials including supply of 3mm, HDPE sheets, fabrication and installation of concrete saddle weights on pipeline and performing all works as per specifications, drawings, and instructions of Engineer-in-charge and other provisions of the Contract document.

Complete work of the crossings (between the limits as defined in approved drawing) including "Receiving and taking over" owner supplied corrosion coated line pipes from owner's designated places of issue/ dump site(s) and transportation to Contractor's stock yard/ work shop/ worksite including all handling, loading, unloading, etc. supply of all Contractor supplied material to worksite(s) including consumables, manpower, other resources and acquiring the required land for storage, fabrication, access for Contractor etc. and execution of, but not limited to, following works in accordance with specifications and instructions of Engineer-in-charge and as per all provision of Contract Document.


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except Service Tax


except Service Tax




-

(i) Past Historical flood level datas indicating HFL to determine highest flood level.(ii) River flow data including velocity of water flow.(iii) Necessary information regarding type of soil and strata underneath the river bed.

-

-

-

-

-

For waterbody crossings: Pre-construction survey , obtaining scour depth (for river) from concerned authority (if required), necessary cover required over the carrier pipeline from lowest bed level of the stipulated water crossing to be obtained from concerned authority, bed strata data including design & detail engineering and making of crossing drawing for getting their approval from concerned Authority/ Engineer-in-charge, getting work permit/ NOC for water crossings as well as utility crossings (if any) encountered during water crossing prior to start the execution of work.

Following data shall be obtained from concern authority/ local sources (for river) to finalise scour depth :-

For road crossings,pre-construction survey based on site visit, collection of data (if required) from concerned Authority including design and detail engineering and making of crossing drawings for getting their approval from concerned Authority/ Engineer-in-charge, getting work permit/ NOC for the crossing as well as utility crossings (if any) encountered during crossing prior to start the execution of work.

Trenching to the required depth on the banks and bed including maintenance of trench in all types of strata, all depth to a width to accommodate the pipeline at all conditions of the water crossings by various methods for providing with minimum cover over top of the pipe at all point across the maximum possible width of water bed (as per drawing) either 1.5 mtrs. below the predicted scour profile expected during the life time of the pipeline or 2.5 mtrs. below the available lowest firm bed (if scour profile/ depth not available) of the water crossing by ascertaining bed level upto 50 mtrs. both the side from crossing location or the actual depth as decided by concerned Authority/ Engineer-in-charge whichever is more.

Strings preparation of pipes, welding, testing, 100 % radiography by X-ray, welding repair and retest, coating of field joints with Heat Shrink Sleeve or equivalent (including supply of coating material) and repair of pipeline coating with repair patch or equivalent material (including supply of repair patch) as per specification, pre-hydrotest of complete strings made for crossing etc.

Final strings preparation of pipes as per approved drawing & specification or as decided by Engineer-in-charge depending on site condition, repair of coating damages,coating of field joints, etc. as per respective technical specification.-Continuous concrete weight coating of thickness 60 mm , minimum density 2245 kg/m3 of mininum grade M-20 (nominal mix) and field joints thereof in all areas of work wherever required as per site condition and performing all works as per specification.


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6.1 Details of Water Body Crossing 6.1.1 Meter 200

6.1.2 Meter 200

6.1.3 Meter 200

Laying of the pipeline by the approved crossing method across the water crossing in the approved trench. Backfilling of the trench including supply and padding by select backfill as required: re-storation of banks to original condition duly accepted by Competent Authority and getting NOC from concerned authority, restoration of disturbed area and clean-up etc.Pigging, cleaning, Post installation hydrotest, dewatering and tie-in with pipeline at either banks etc.as per specification, codes, approved drawings, calculations, methods and as directed by Engineer-in-charge.

Crossing of Unlined Canal / Distributary / Canal / Drain / River / Nala Crossings for carrier pipeline of size 200 NB x 6.4mm Thk. of API 5L Grade X-42 Crossing of Unlined Canal / Distributary / Canal / Drain / River / Nala Crossings for carrier pipeline of size 150 NB x 6.4mm Thk. of API 5L Grade X-42 Crossing of Unlined Canal / Distributary / Canal / Drain / River / Nala Crossings for carrier pipeline of size 100 NB x 6.4mm Thk. of API 5L Grade X-42 Note: (i) Width of above X-ing mentioned in X-ing drawing enclosed herewith tender document. Crossing width may vary as per site condition. Tenderer are advised to visit the site for actual assessment of extent of crossing and to access the maximum extent of cover which may have to be provided. Actual string length shall be as per codes/ specifications. Final length of string shall be decided after decision of minimum cover requirement by concerned Authority/ Engineer-in-charge.

(ii) Final length of string & cover from top of pipe for each crossing shall be decided by concerned Authority/ Engineer-in-charge.(iii) Payment for the length of final tied-in carrier pipeline string with mainline made for crossing laid by open cut conventional method are inclusive in the above item rate and no separate payment shall be made under other clause mentioned elsewhere. (iv) In case of lower depth of crossing achieved if damage to bed & bank is extensive the scheme for Bed & Bank Stabilisation as per standards MEC/05/11/Std-015 & other approved construction drawing, shall be executed at no extra cost.


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7.0 CROSSING (by HDD Method)

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Complete work of any crossing (between the ROW limits as defined in Crossing Drawings enclosed with Bid Document) by HDD method including "Receiving and taking over" owner supplied three layer PE coated line pipes from Owner's designated place to issue/ dump site(s) and transportation to Contractor's stock yard/ work shop/ work site including all handling, loading, unloading, aligning etc. supply of all Contractor supplied material including consumables, manpower, equipment, other resources to work site(s) and aquiring the required land for storage., Execution of, but not limited to, following works in accordance with specifications and instruction of Engineer-in-charge and as per all provision of Contract Document.

Pre-construction survey, necessary cover required over the carrier pipeline from lowest bed level of the stipulated water crossing to be obtained from concerned authority, bed strata data including design & detail engineering and making of crossing drawing for getting their approval from concerned Authority/ Engineer-in-charge, getting work permit/ NOC for water crossings as well as utility crossings (if any) encountered during water crossing prior to start the execution of work. getting work permit/ NOC for water crossings as well as utility crossings (if any) encountered during water crossing prior to start the execution of work.; obtaining historical data/ scour depth (for river) from concerned authority, if required, ascertaining under neath soil & strata, necessary cover required over the carrier pipeline from lowest bed level of the stipulated water crossing including design & calculation and detail engineering and making of crossing drawing for getting the approval from concerned Authority/ Engineer-in-charge, getting work permit/ NOC for water crossings as well as utility crossings (if any) encountered during water crossing prior to start the execution of work.



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-

-

- String preparation of 6 inch CS conduit for OFC, welding.-

In case of water body crossings other than river

Drilling to the required depth on the banks and bed including maintenance of drill hole in all types of strata, all depth to accommodate the pipeline and CS conduit for OFC laying at all conditions of the waterbody crossings by HDD methods for providing with minimum cover either(i) 1.5m below the scour level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For rivers with rocky bed or (ii) 2.5m below the scour level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For major rivers.or(iii) 1.5 m below the bed level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For minor waterbody crossings.and(iii) In addition to point (i) & (ii), In case of multiple combined X-ing i.e. river alongwith road/ drain, minimum cover requirement as per specification/ concerned authority for each type of x-ing has also to be fulfilled.

In case of road crossing, drilling to required depth from top of road including maintenance of drill hole in all types of strata, all depth to accommodate the pipeline and CS conduit for OFC laying at all conditions encountered during road crossing by approved HDD methods for providing minimum cover specified in code/ specification or the actual depth as decided by concerned authority, whichever is more.

Laying of the pipeline (for both water body and road crossing) by the approved HDD method across the crossing including, strings preparation of pipes, welding, testing, 100% radiography by x-ray, welding repair and retest, coating of field joints with special type Dirax Heat Shrink Sleeve or equivalent (including supply of coating material) and repair of pipeline coating with special PERP-80 repair patch or equivalent material (including supply of repair patch) as per specification, pre-hydrotest of complete strings made for crossing etc.

Backfilling of the ditch/ trench including restoration and clean-up of area, disposal of drilling fluid & waste etc. to the satisfaction of Engineer-in-charge and /or as directed by Concerned Authority.


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7.1 Details of Crossings 7.1.1

Meter 1000

7.1.2

Meter 400

7.1.3

Meter 1200

Gauging, Pigging, Cleaning, Post installation hydrotest,dewatering and tie-in with pipeline at either banks etc. all other works including pigging, cleaning, final hydrotesting etc. alongwith mainline works (as mentioned in item no. 1.0 above) requiredas per specifications, codes, approved drawings, calculations, methods and as directed by Engineer-in-charge and provision of contract document; getting NOC from all concerned authority of the facilities crossed.

Any type of Crossing viz. Unlined Canal / Distributary / Canal / Drain / River / Nala/Road Crossings for carrier pipeline of size 200 NB x 6.4mm Thk. of API 5L Grade X-42 and CS conduit of size 150 NB X 6.4 mm thick of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC.

Any type of Crossing viz. Crossing of Unlined Canal / Distributary / Canal / Drain / River / Nala/ Road Crossings for carrier pipeline of size 150 NB x 6.4mm Thk. of API 5L Grade X-42 and CS conduit of size 150 NB X 6.4 mm thick of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC.

Any type of Crossing viz. Crossing of Unlined Canal / Distributary / Canal / Drain / River / Nala/ Road Crossings for carrier pipeline of size 100 NB x 6.4mm Thk. of API 5L Grade X-42 and CS conduit of size 150 NB X 6.4 mm thick of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC.

Note: (i) Crossing width may vary as per site condition. Tenderer are advised to visit the site for actual assessment of extent of crossing and to access the maximum extent of cover which may have to be provided. Actual string length for HDD shall be as per design calculations so that pipe is not under stress as permitted by codes/ specifications. Final length of string shall be decided after decision of minimum cover requirement by concerned Authority/ Engineer-in-charge.

(ii) Payment for the length of final tied-in carrier pipeline string are inclusive in the above item rate and no separate payment shall be made under other item mentioned elsewhere. (iii) The Contractor has to quote on running meter basis for X-ing. No any extra payment shall be made against this item. (iv) Width of above crossings indicated are tentative. The width indicated are not for any single crossings. This shall be as per requirement at site for crossing at different locations.(v) The payment of supply of CS conduit & coating of the same shall be made separately as per relevant SOR item.


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8.0 MAJOR RAIL/ NH (CASED)

8.1 Crossing with Casing Pipe by Boring

String preparation of 6 inch CS conduit for OFC, welding.

Complete work of cased crossing (between the limits as defined in approved drawings) excluding supply of casing pipe bare (for 8"/6" & 4" NB Pipeline) including handling, loading, transportation, unloading to Contractor's own stock yard/ work site.

Pre-construction survey and making of crossing drawing based on site visit and getting their approval from concerned Authority/ Engineer-in-charge prior to starting the execution of work.

Strings preparation of carrier pipes, welding, testing, 100 % radiography by X-ray, welding repair and retest, coating of field joints with Heat Shrink Sleeve or equivalent (including supply of coating material) and repair of pipeline coating with repair patch or equivalent material (including supply of repair patch) as per specification, pre-hydrotest of complete strings made for crossing etc.

Installation of casing pipe by jacking/ boring for cased crossings including open cut for adjacent service road, canal, minor nature of water channel, utility line crossing etc. (if any) wherever required for all depth in all type of soils and terrrain for carrier pipe insertion and for OFC/ HDPE duct. All other Contractor supplied materials like casing insulators, Zinc Ribbon Anodes and casing end seals as per enclosed specification/ drawings materials for casing vents and drain assembly etc. including supply of all other materials, equipments, consumables, manpower, welding including visual inspection of all weld joints.

Preparation of required length of carrier pipeline welded string including all other works as mentioned in SOR Sl. No. 1.1 above and as per specification/ drawings. Pulling of OFC/ HDPE duct through CS conduit & insertion of carrier pipe in casing pipe after above ground pretesting at specified test pressure including installation of casing insulators and Zn ribbon anode as per approved design calculation, specification/ drawings.Installation of vent and drain assembly, fixing of end seals, backfilling and restoration as original of the facilities crossed.

Backfilling of the ditch/ trench including restoration and cleanup of area to the satisfaction of Engineer-in-charge and/or as directed by concerned Authority.Pigging, cleaning, Post installation hydrotest, dewatering and tie-in with pipeline, all other works including pigging, cleaning, final hydrotesting etc. alongwith mainline works (as mentioned in item no. 1.0 above) as per specification, approved procedure, drawing etc. and instruction of Engineer-in-charge and provision of contract document, getting NOC from all concerned Authority of the facilities crossed.


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Details of X-ings8.1.1 By Jacking/ Boring of Casing Pipe - 14" (355 mm) OD, 6.4mm wall thk. (for 8" NB pipeline) Meter 200

8.1.2 By Open Cut of Casing Pipe - 14" (355 mm) OD, 6.4mm wall thk. (for 8" NB pipeline) Meter 48

8.1.3 By Jacking/ Boring of Casing Pipe - 12" (323.9 mm) OD, 6.4mm wall thk. (for 6" NB pipeline) Meter 60

8.1.4 By Open Cut of Casing Pipe - 12" (323.9 mm) OD, 6.4mm wall thk. (for 6" NB pipeline) Meter 128.1.5 By Jacking/ Boring of Casing Pipe - 10" (273.0 mm) OD, 6.4mm wall thk. (for 4" NB pipeline) Meter 120

8.1.6 By Open Cut of Casing Pipe - 10" (273.0 mm) OD, 6.4mm wall thk. (for 4" NB pipeline) Meter 60

8.1.7 Meter 380

8.1.8 Installation by Open Cut of CS Conduit 150mm NB, 6.4mm wall thk. (for OFC & their conduit) Meter 120

Installation by Pipe Jacking with auger Boring of CS Conduit 150mm NB, 6.4 mm wall thk. (for OFC & their conduit)

Note: (i) Actual length & cover from top of casing pipe string may vary depending upon site conditions, approved drawings, specification etc. and / or as decided by concerned Authority / Engineer-in-charge.(ii) Payment for the length carrier pipeline string shall be bored casing pipeline length plus two meters. Payment for additional length of carrier pipeline string shall be paid under SOR item no. 1.1(iii) The payment of supply of CS conduit & coating of the same shall be made separately as per relevant SOR item.


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9.0 Pipe Laying using Manual/ Machine Moiling technique (with Casing) for CS pipe

9.1 Meter 100

9.2 Meter 200

9.3 Meter 200

10.0 Pipe Laying using Manual/ Machine Moiling technique (without Casing) for CS pipe

10.1 Laying of 8" (219.1 mm) OD, 6.4mm wall thk of API 5L Grade X-42 carrier pipe Meter 10010.2 Laying of 6" (168.3 mm) OD, 6.4mm wall thk of API 5L Grade X-42 carrier pipe Meter 20010.3 Laying of 4" (114.3 mm) OD, 6.4mm wall thk of API 5L Grade X-42 carrier pipe Meter 20010.4 Laying of CS Conduit 150mm NB, 6.4mm wall thk. For HDPE duct and OFC. Meter 500

Survey of under ground utilities, execution of the work as per specification, including excavation of pits moling with the hole size not exceeding 20% of the pipe dia, jointing and insertion of carrier pipe with casing, testing & commissioning and restoration of the pits to original condition, submission of As-Built Graph as per specifications and the instruction of Engineer-in-charge.

Laying of 8" (219.1 mm) OD, 6.4mm wall thk of API 5L Grade X-42 carrier pipe (in Casing Pipe - 14" (355 mm) OD, 6.4mm wall thk)Laying of 6" (168.3 mm) OD, 6.4mm wall thk of API 5L Grade X-42 carrier pipe (in Casing Pipe - 12" (323.8 mm) OD, 6.4mm wall thk)Laying of 4" (114.3 mm) OD, 6.4mm wall thk of API 5L Grade X-42 carrier pipe (in Casing Pipe - 10" (273 mm) OD, 6.4mm wall thk)Note- Payment for the length carrier pipeline string shall be moiled casing pipeline length plus two meters. Payment for additional length of carrier pipeline string shall be paid under SOR item no. 1.1

Survey of under ground utilities, execution of the work as per specification, including excavation of pits moling with the hole size not exceeding 20% of the pipe dia, jointing and insertion of carrier pipe with casing, testing & commissioning and restoration of the pits to original condition, submission of As-Built Graph as per specifications and the instruction of Engineer-in-charge.

Note- Payment for the length carrier pipeline string shall be moiled casing pipeline length plus two meters. Payment for additional length of carrier pipeline string shall be paid under SOR item no. 1.1


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11.0 Supply & Coating of Casing Pipe and CS conduit

11.1 Meter 248

11.2Meter 248

11.3 Meter 72

11.4Meter 72

11.5 Meter 180

11.6Meter 180

11.7 Meter 3600

11.8Meter 3600

12.0

12.1 8" NB Pipeline Meter 1370012.2 6" NB Pipeline Meter 1400012.3 4" NB Pipeline Meter 13800

Complete work of supply of carbon steel pipes required for crossing, including all taxes, duties, transportation and inspection charges but not limited to the following items in accordance with relevant specifications, scope of work, drawings and instructions of EIC as per all provision of contract document. Handling, loading, transportation & unloading etc. to contractor's own stock yard / worksite(s) is also included in contractor's scope.

Supply of Casing Pipe - size 14" (355 mm) OD, 6.4mm wall thk. of material API 5L Gr. B / IS : 3589 or equivalent ERW Pipe (for 8" NB pipeline) All works related to coating of Casing pipe- size 14" (355 mm) OD, 6.4mm wall thk. with coal tar epoxy coating of minimum 300 microns (after proper cleaning) including supply of coating material, consumables etc.Supply of Casing Pipe - size 12" (323.9 mm) OD, 6.4mm wall thk. of material API 5L Gr. B / IS : 3589 or equivalent ERW Pipe (for 6" NB pipeline).All works related to coating of Casing pipe- 12" (323.9 mm) OD, 6.4mm wall thk. with coal tar epoxy coating of minimum 300 microns (after proper cleaning) including supply of coating material, consumables etc.Supply of Casing Pipe - size 10" (273.0 mm) OD, 6.4mm wall thk. of material API 5L Gr. B / IS : 3589 or equivalent ERW Pipe (for 4" NB pipeline).All works related to coating of Casing pipe- 10" (273.0 mm) OD, 6.4mm wall thk.with coal tar epoxy coating of minimum 300 microns (after proper cleaning) including supply of coating material, consumables etc.

All works related to supply of CS conduit of size 150 mm NB (6 inch), 6.4 mm thick IS 3589 or equivalent ERW pipe for various crossings.All works related to coating of CS conduit of size 150 mm NB (6 inch), 6.4 mm thick with coal tar epoxy coating of minimum 300 microns (after proper cleaning) including supply of coating material, consumables etc.

SUPPLY OF WARNING TAPE/ MATSupply of warning tape/mat for pipeline as per the technical specification enclosed in the bid document.. The material of warning tape shall be of high density polyethylene and non biodegradable type. It shall have non-toxic and anti rodent properties.


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13.0

13.1 In Normal Surface / Unprepared surface (Katcha Surface)The other activities are as per SOR 1.1.

13.1.1 Deeper than 1.5 m & upto 2.5 m below existing level (for 200 mm NB Pipeline) Meter 20013.1.2 Deeper than 2.5 m & upto 4.5 m below existing level (for 200 mm NB Pipeline) Meter 10013.1.3 Deeper than 1.5 m & upto 2.5 m below existing level (for 150 mm NB Pipeline) Meter 20013.1.4 Deeper than 2.5 m & upto 4.5 m below existing level (for 150 mm NB Pipeline) Meter 10013.1.5 Deeper than 1.5 m & upto 2.5 m below existing level (for 100 mm NB Pipeline) Meter 20013.1.6 Deeper than 2.5 m & upto 4.5 m below existing level (for 100 mm NB Pipeline) Meter 100

13.2

13.2.1 Deeper than 1.5 m & upto 2.5 m below existing level (for 200 mm NB Pipeline) Meter 20013.2.2 Deeper than 2.5 m & upto 4.5 m below existing level (for 200 mm NB Pipeline) Meter 10013.2.3 Deeper than 1.5 m & upto 2.5 m below existing level (for 150 mm NB Pipeline) Meter 20013.2.4 Deeper than 2.5 m & upto 4.5 m below existing level (for 150 mm NB Pipeline) Meter 10013.2.5 Deeper than 1.5 m & upto 2.5 m below existing level (for 100 mm NB Pipeline) Meter 20013.2.6 Deeper than 2.5 m & upto 4.5 m below existing level (for 100 mm NB Pipeline) Meter 100

(ii) Payment for the above items under item no. 13.0 shall be made on running meter basis

Excavation beyond 1.5m depth in case of crossing of utilities/ drain/ culverts etc. through open cut upto the following depth (including restoration of the damaged area to its original condition and satisfaction of the Engineer-in-charge / concerned authorities) : -

In a built-up surface / Hard surface of any type including metal, concrete, bituminous, tiled, brick lined soft/ hard rock which is breakable in pieces manually (without use of pneumatic machine) etc. All tiles/ slabs/ curb stones etc. removed during excavation shall be placed properly. The other activities are as per SOR 1.1.

Note: (i) Crossing width may vary as per site condition. However final length of string & cover from top of pipe shall be decided by concerned Authority/ Engineer-in-charge.

(iii) Width of above crossings indicated are tentative. The width indicated are not for any single crossings. This shall be as per requirement at site for crossings at different locations.


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14.0 REPAIR OF DEFECT IN PIPES (NOT ATTRIBUTED TO CONTRACTOR)

14.1 Cutting and rebevelling for dents in bevels exceeding 3 mm in depth for pipe sizes:Specified OD, mm

14.1.1 219.1 Nos. 10

14.1.2 168.3 Nos. 10

14.1.3 114.3 Nos. 10

14.2 Jack out of dents in bevels ranging between 1 mm and 3 mm in depth for pipe sizes:

Specified OD, mm 14.2.1 219.1 Nos. 10

14.2.2 168.3 Nos. 10

14.2.3 114.3 Nos. 10

Repair of defects on Owner supplied linepipes of all grades and wall thickness as specified in following items, noted and recorded at the time of "receiving and taking over" by Contractor in the presence of Engineer-in-charge.


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15.0 REPAIR OF COATING DEFECTS (NOT ATTRIBUTED TO CONTRACTOR)

15.1

Sq. cm 10

Repair of Holiday in Coating (Noted and recorded at the time of "receiving and taking over")Supply of all coating repair materials as per requirements of specification to be compatible with line pipe coating material, supply of all consumables, utilities, equipments and all manpower required, pipe cleaning and surface preparation, repairing of coating defects (resulting in holiday) and testing including all handling, transportation, etc. for line pipes, performing all works necessary for the completion of the works stirctly in accordance with relevant specification and instructions of Engineer-In-Charge. This rate shall be applicable per sq. cm of the exposed steel area exposed steel area.


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16.0 PERMANENT MARKERS

16.1 Pipeline RCC boundary / route marker as per drawing Nos. 19216.2 Pipeline warning markers with post & foundations Nos. 4016.3 Pipeline warning plate markers without post & foundations Nos. 6016.4 Pipeline direction marker with post & foundations Nos. 3616.5 Pipeline KM with post & foundations Nos. 48

17.0 LEAK / BURST (ATTRIBUTABLE TO OWNER)

17.1 For 8" NB Line Lumpsum 1

Supply, fabrication and installation of all types of permanent markers along the route including all associated civil works such as excavation in all types of soil, construction in all types of soil, construction of pedestals and grouting with concrete, clearing, supply and application of approved colour and quality of primer and paint, stencil letter cutting for numbers, direction, change etc., restoration of area to original condition and performing all works as per drawing, specification and instruction of engineer-in-charge.

All works for locating leak / burst in Company's supplied material only (occurred during hydro-static testing) including necessary repairing/replacing defective pipe lengths including cutting and out and removing the defective pipe, pre-testing and welding of replacement pipe, NDT of welds, repair and retesting of defective welds, coating/painting of replacement pipe, pretesting the replacement pipe into mainline/branch line, coating/painting of welding joints, cleanup, retesting including cost of all labour materials, consumables and performing all works in accordance with the provisions of the Contract document and as directed by Owner /Engineer-in-charge/ Engineer in-charge


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17.2 For 6" NB Line Lumpsum 117.3 For 4" NB Line Lumpsum 1

Note:i) This rate is applicable for manufacturing defects in Owner supplied material only.ii)

18.0

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.

PRE-COMMISSIONING & COMMISSIONING OF ENTIRE UNDERGROUND PIPELINE LENGTH AND STATIONS


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18.1

Swabbing of pipeline sections 18.1.1 8" Pipeline Meter 1370018.1.2 6" Pipeline Meter 1400018.1.3 4" Pipeline Meter 13800

Notes:- i) The above rates are applicable for no. of pipeline sections.

18.2

Drying by Nitrogen18.2.1 8" Pipeline Meter 1370018.2.2 6" Pipeline Meter 1400018.2.3 4" Pipeline Meter 13800

Note:- The above rates are applicable for no. of pipeline sections.

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.

ii) For swabbing, maximum five (5) runs (of combination of low density and high density Pigs) shall be carried out.

Complete work of carrying out drying by Nitrogen & commissioning of pipeline section including supply of manpower, equipments & consumables (nitrogen reqiured for purging etc.), 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.


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Commissioning assistance / commissioning for underground pipeline length and stations

18.2.4 8" Pipeline Meter 1370018.2.5 6" Pipeline Meter 1400018.2.6 4" Pipeline Meter 13800

Note:- The above rates are applicable for no. of pipeline sections.


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19.0 Preservation of Pipeline

19.1 By filling and pressurizing with nitrogen to a pressure of 2 bar(g) for a period of one month. 19.1.1 For 8'' NB Pipeline Meter 1370019.1.2 For 6'' NB Pipeline Meter 1400019.1.3 For 4'' NB Pipeline Meter 13800

19.2 For every additional period of one month or part thereof 19.2.1 For 8" NB Pipeline Meter 1370019.2.2 For 6" NB Pipeline Meter 1400019.2.3 For 4" NB Pipeline Meter 13800

ii) Two nos. of dished end caps and two nos tappings of 3/4 inches to be considered per section.

20.0 LONG RADIUS BENDS20.1

20.1.1 20° - 30°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 1520.1.2 31° - 45°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 3020.1.3 46° - 60°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 1520.1.4 61° - 90°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 30

20.220.2.1 20° - 30°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 3020.2.2 31° - 45°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 4020.2.3 46° - 60°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 3020.2.4 61° - 90°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 40

Preservation of pipeline sections and associated facilities (in event of delay in ROU acquisition, comissioning, other unforeseen reasons) including supply of nitrogen, all consumables, all equipment, man-power, etc. complete as per the requirements of specifications, other provisions of Contract document and instructions of Engineer-in-charge.

Notes: i) The above length is not for a single section but for no. of sections (limited to maximum of 6 sections each for 8"/ 6" and 4"NB pipes)

Supply of Long Radius Bends (R = 3D) for 8" dia.pipe, X-42 (thk. 6.4 mm) as per specification enclosed in Tender Document.

Supply of Long Radius Bends (R = 3D) for 6" dia.pipe, X-42 (thk. 6.4mm)


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20.320.3.1 20° - 30°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 1520.3.2 31° - 45°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 2520.3.3 46° - 60°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 1520.3.4 61° - 90°, MSS-SP-75, Gr. WPHY-42, 6.4 mm thk. Nos. 25

21.0 PE PIPELINE21.1 Pipe Laying in any unprepared surface (Katcha surface)/ Normal Surface/Hard surface

Supply of Long Radius Bends (R = 3D) for 4" dia.pipe, X-42 (thk. 6.4mm)

Note : The quantities of LR Bends may vary. For final quantity, approval shall be taken by EIC before order. Line pipe shall not be Free Issue to the contractor.

Loading, storing, unloading and laying of PE100SDR11 line pipes of all sizes including ,proper stacking, identification,and supply of accessories of all sizes & thickness like PE Bends, Couplers, Endcaps, Tee, Reducer, CS to PE Fittings, Saddle Tapping, GI sleeves etc.. Handling, Stringing/ uncoiling,aligning of the PE line pipe on the pipeline Right-of-Use/route , laying/ installation of PE line pipe alongwith required accessories as mentioned above as per specification wherever required depending on site condition including execution of all works; additional lands required for contractor's storage , fabrication, access for construction;procurement and supply of all materials , consumables,equipments, labour and other inputs. In case of free issue items,the scope also includes, receiving and loading from HNGPL designated store, transportation, unloading and stacking of free issue items at Contractor's store

Carrying out all temporary, ancillary, auxiliary works required to make the PE pipeline ready for commissioning as per drawings. Specifications, scope of work indicated in PJS and other provisions of Contract document and instructions of Engineer-in-charge, including but not limited to carrying out the following works:

Carrying out preliminary activities such as preperation of drawings wherever required for crossing etc.Preparation and getting approval of schedules, execution procedures, drawings/ sketches/ wherever required, making trial pits to determine the underground utilities/ services etc., restoration of the abandoned trial pits to original condition.Uncoiling/ stringing & aligning of PE pipes, clamping, jointing of the pipe ends/ fittings/ valves by qualified personnel using approved electro-fusion techniques as per specification.Installation / lowering the pipeline in trench to required depth as per PJS, Technical Specification & drawings.


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Electro-fusion jointing of valves wherever required and as directed by Engineer-in-charge.

21.1.1 125 mm PE 100 pipe Meters 10000

Note:i) The lengths of pipelines are tentative. ii)

21.2 Pipe laying using manual moling technique (with casing) for PE pipe sizes of :

21.2.1 125 mm PE 100 pipe (in 250 mm dia. HDPE Casing Pipe ) Meters 100

Pneumatic testing, purging with nitrogen and commissioning as per specification and approved procedures providing all tools and tackles, nitrogen, instruments, manpower and other related accessories and as per the instructions of the Engineer-in-charge.Any other activities not mentioned/ covered explicitly above, but otherwise required for satisfactory completion/ operation/ safety/ statutory/ maintenance of the works shall also be covered under the scope of work and has to be completed by the Contractor within specified schedule at no extra cost to HNGPL. All the work shall be executed in accordance with the provision of contract.

The above mentioned work is exclusive of all works related to site clearing, grading, trenching, backfilling and restoration. The said work is covered with main line laying in SOR Item No. 1.3.

Laying of all PE pipe (PE 100 SDR11) ,Including supply of HDPE casing pipe (PE 63 PN 4), Couplers, End caps etc. Survey of under ground utilities, execution of the work as per specification, including excavation of pits moling with the hole size not exceeding 20% of the pipe dia, jointing and insertion of carrier pipe with casing, testing & commissioning and restoration of the pits to original condition, submission of As-Built Graph as per specifications and the instruction of Engineer-in-charge.


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21.3 Pipe laying using manual moling technique (without casing) for PE pipe sizes of :

21.3.1 125 mm PE 100 SDR11 pipe Meters 200

21.4 Pipe laying using Moling Technique with Machine (with casing) for PE pipe sizes of :


21.5 Pipe laying using Moling technique with machine (Without Casing Pipe):


Laying of all PE pipe (PE 100 SDR11) Including supply of Couplers, End caps as required to complete the job. Survey of under ground utilities, execution of the work as per specification, approved procedure, including excavation of pits moling with the hole size not exceeding 20% of the pipe dia, jointing and insertion of carrier pipe, testing & commissioning and restoration of the pits to original condition, submission of as-built graphs as per specifications and the instructions of EIC.

Laying of all PE pipe (PE 100 SDR11), Including supply of HDPE casing pipe (PE 63 PN 4), Couplers, End caps etc. Survey of under ground utilities, execution of the work as per specification, approved procedure, including excavation of pits and subsequent backfilling, compaction, jointing and insertion of carrier pipe in casing pipe and, testing & commissioning restoration of the pits to original condition, submission of as-built graphs as per specifications and the instructions of EIC.

Laying of all PE pipe (PE 100 SDR11), Including supply of Couplers, End caps as required to complete the job. Survey of U/G utilities, execution of the work as per specification, approved procedure, including excavation of pits and subsequent backfilling, compaction, jointing and insertion of carrier pipe, testing & commissioning, restoration of the pits to original condition, submission of As -Built Graph as per specifications and the instruction of Engineer-in-charge.


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21.6 Pipe laying using Directional Drilling technique (with casing pipe) for PE pipe size of :


21.7 Pipe Laying using Directional Drilling Technique (without casing):


Laying of all PE pipe (PE 100 SDR11), Including supply of HDPE casing pipe (PE 63 PN 4), Couplers, End caps etc. Survey of U/G utilities, submission of profile for approval, execution of the work as per specification, approved procedure, including excavation of pits and subsequent backfilling compaction, jointing and insertion of carrier pipe in casing pipe, testing & commissioning, restoration of the pits to original condition, submission of As-Built Graph as per specifications and the instruction of Engineer-in-charge.

Laying of all PE pipe (PE 100 SDR11), Including supply of Couplers, End caps as required to complete the job. Survey of U/G utilities, submission of profile for approval, execution of the work as per standard procedure attached, including excavation of pits and subsequent backfilling, compaction, jointing and insertion of PE pipe, testing & commissioning, restoration of the pits to to original condition, submission of As-Built Graph as per specifications and the instruction of Engineer-in-charge.


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22.0 CROSSING (by HDD Method)

-

Complete work of any crossing (between the ROW limits as defined in Crossing Drawings enclosed with Bid Document) by HDD method including "Receiving and taking over" owner supplied three layer PE coated line pipes and MDPE pipes from Owner's designated place to issue/ dump site(s) and transportation to Contractor's stock yard/ work shop/ work site including all handling, loading, unloading, aligning etc. supply of all Contractor supplied material including of consumables, manpower, equipment, other resources to work site(s) and aquiring the required land for storage., Execution of, but not limited to, following works in accordance with specifications and instruction of Engineer-in-charge and as per all provision of Contract Document.

Pre-construction survey, necessary cover required over the carrier pipeline from lowest bed level of the stipulated water crossing to be obtained from concerned authority, bed strata data including design & detail engineering and making of crossing drawing for getting their approval from concerned Authority/ Engineer-in-charge, getting work permit/ NOC for water crossings as well as utility crossings (if any) encountered during water crossing prior to start the execution of work. getting work permit/ NOC for water crossings as well as utility crossings (if any) encountered during water crossing prior to start the execution of work.; obtaining historical data/ scour depth (for river) from concerned authority, if required, ascertaining under neath soil & strata, necessary cover required over the carrier pipeline from lowest bed level of the stipulated water crossing including design & calculation and detail engineering and making of crossing drawing for getting the approval from concerned Authority/ Engineer-in-charge, getting work permit/ NOC for water crossings as well as utility crossings (if any) encountered during water crossing prior to start the execution of work.



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-

-

- String preparation of 6 inch CS conduit for OFC, welding.-

In case of water body crossings other than river

Drilling to the required depth on the banks and bed including maintenance of drill hole in all types of strata, all depth to accommodate the pipeline, MDPE pipe and CS conduit for OFC laying at all conditions of the waterbody crossings by HDD methods for providing with minimum cover either(i) 1.5m below the scour level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For rivers with rocky bed or (ii) 2.5m below the scour level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For major rivers.or(iii) 1.5 m below the bed level / profile, duly approved/ accepted by concerned authority ( under whose jurisdictions the crossing lies)---- For minor waterbody crossings.and(iii) In addition to point (i) & (ii), In case of multiple combined X-ing i.e. river alongwith road/ drain, minimum cover requirement as per specification/ concerned authority for each type of x-ing has also to be fulfilled.

In case of road crossing, drilling to required depth from top of road including maintenance of drill hole in all types of strata, all depth to accommodate the pipeline, MDPE pipe and CS conduit for OFC laying at all conditions encountered during road crossing by approved HDD methods for providing minimum cover specified in code/ specification or the actual depth as decided by concerned authority, whichever is more.

Laying of the pipeline (for both water body and road crossing) by the approved HDD method across the crossing including, strings preparation of pipes, welding, testing, 100% radiography by x-ray, welding repair and retest, coating of field joints with special type Dirax Heat Shrink Sleeve or equivalent (including supply of coating material) and repair of pipeline coating with special PERP-80 repair patch or equivalent material (including supply of repair patch) as per specification, pre-hydrotest of complete strings made for crossing etc.

Backfilling of the ditch/ trench including restoration and clean-up of area, disposal of drilling fluid & waste etc. to the satisfaction of Engineer-in-charge and /or as directed by Concerned Authority.


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22.1 Details of Crossings22.1.1

Meter 300

22.1.2

Meter 300

22.1.3

Meter 300

Gauging, Pigging, Cleaning, Post installation hydrotest,dewatering and tie-in with pipeline at either banks etc.as per specifications, codes, approved drawings, calculations, methods and as directed by Engineer-in-charge and provision of contract document; getting NOC from all concerned authority of the facilities crossed.

Crossing of Unlined Canal / Distributary / Canal / Drain / River / Nala/ Raod Crossings for carrier pipeline of size 200 NB x 6.4 mm thk. of API 5L Grade X-42 and 125 mm PE 100 Pipe and CS conduit of size 150 NB X 6.4 mm thick of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC.

Crossing of Unlined Canal / Distributary / Canal / Drain / River / Nala/ Raod Crossings for carrier pipeline of size 150 NB x 6.4 mm thk.of API 5L Grade X-42 and 125 mm PE 100 Pipe and CS conduit of size 150 NB X 6.4 mm thick of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC.

Crossing of Unlined Canal / Distributary / Canal / Drain / River / Nala/ Raod Crossings for carrier pipeline of size 100 NB x 6.4 mm thk. of API 5L Grade X-42 and 125 mm PE 100 Pipe and CS conduit of size 150 NB X 6.4 mm thick of IS 3589 or equivalent ERW Pipe for HDPE duct and OFC.

Note: (i) Crossing width may vary as per site condition. Tenderer are advised to visit the site for actual assessment of extent of crossing and to access the maximum extent of cover which may have to be provided. Actual string length for HDD shall be as per design calculations so that pipe is not under stress as permitted by codes/ specifications. Final length of string shall be decided after decision of minimum cover requirement by concerned Authority/ Engineer-in-charge.

(ii) Payment for the length of final tied-in carrier pipeline string with mainline, MDPE Pipe laid by HDD method are inclusive in the above item rate and no separate payment shall be made under other item mentioned elsewhere.


0.00


Unit Quantity

INR INR(1) (2) (3) (4) (5) (6)

Sl.No.


except Service Tax


except Service Tax




23.0

23.1

Lumpsum 1

24 Laying of Brick layer/ Concrete 00

a) Brick Layer for width of PE pipeline trench as per drawing (75 mm thk.) Sq.m 100b) Concrete for width of PE pipeline trench as per drawing (80 mm thk.) Sq.m 100

Note: Currency must be Indian Rupees (INR) only.

Place : _____________ Signature of Authorised SignatoryDate : _____________ Name :Tender No.: _____________________________________________________ Designation :

(iii) The Contractor has to quote on running meter basis for X-ing alongwith and MDPE Pipe. No extra payment shall be made against this item. Contractor shall do HDD crossing of mainline pipe, CS conduit and MDPE pipe by suitabily strapping together any two of the three pipes (out of mainline pipe, CS conduit and MDPE pipe) and pulled through the same drill hole and separate HDD for the third pipe at minimum 3m distance apart from centreline of HDD either side. No separate payment for HDD for any pipe shall be paid.

Pipeline Laying Liasioning (including Crossings) and getting permission from the statuatory authorities.Submitting request for (after obtaining the letter from client) permission , follow up , assisting in site inspections / route suevey / site report making/making site inspection drawings , submitting at designated offices , resubmission after correction , modification if required , soft and hard copy in nos. as required /if required in sizes , and collecting permission from the statuatory authorities including NHAI , PWD , Railways , Irrigation , Forest , Municipal Corporation etc. Obtaining work permits /NOC from various statutory authorities having jurisdiction before execution of the work and complying with all stipulations /conditions/recommendations of the said authorities. Only statutory fees shall be paid by the owner.

Providing single layer of Brick / Concrete / or impact resistant tape to entire width of trench above Warning Mat placed in trench over the laid pipeline as per OISD 226, standard drawing, specification and instruction of Owner. (Rate to include cost of all labour, tools, tackles, equipment, hire charges & supply of all materials, etc.)

Total Amount of quoted price (inclusive of all applicable taxes & duties except Service Tax)


0.00


Unit Quantity

INR INR(1) (2) (3) (4) (5) (6)

Sl.No.


except Service Tax


except Service Tax




Offer No. & Date : ________________________________________________ Seal :

SOR. No. 05/21/23PH(GR)/Mainline(Part-A)/SOR-01, Rev-0 of 56

TEMPORARY CATHODIC PROTECTION WORKS (PART-B)

Unit QuantitySl. No. Description of Item

INR INR

1.0 Soil resistivity Survey & soil/water chemical analysis

1.1 Km 42

1.2 Nos. 10

2.0

LS 1

3.0 Sacrificial anodes- Pre packed Mg anodes 3.1

Nos. 65

4.0

4.1 1c x 6 mm2 - Anode tail cable - unarmored Mtr 900

4.2 Mtr 1350

4.3 Mtr 1350

4.4 Mtr 800

5.0 Test Stations

5.1 New test stations Normal Size-(Weather Proof with IP-55) as per tender drawings with name plate Nos. 35

5.2 New test stations Big Size-(Weather Proof with IP-55) suitable for Polarisation Cells as per tender drawings with name plate Nos. 7

6.0 LS 1

7.0 Solid State type Polarisation cells (3.7 kA @ 30 Cycle) for HT power line crossings (66KV & above). Nos. 10


except Service Tax

Total Amount inclusive of all applicable taxes &

duties except Service Tax

Design, detail engineering, Manufacturing, Inspection/FAT (Factory acceptance test), supply, Packing, insurance, transportation to site, storage at site, Handling, Transportation, Loading, installation, testing & commissioning of the temporary Cathodic protection system using Mg (Min 5.0 Kg Each) galvanic anodes to protect the external surface of 8" dia x 13.7 km, 6" dia x 14 km & 4"x 13.8 km (appox.) long 3LPE Coated pipeline against corrosion for a design life of minimum 2 year or till commissioning of existing PCP system whichever is later in the Geographical Area (GA) of Haridwar.against corrosion for a design life of minimum 2 year or till commissioning of PCP system whichever is later as per standard specification No.- MEC/S/05/E9/016A for temporary cathodic protection system, Scope of work, Data Sheets & tender drawins. Scope shall also include but not limited to the following for completion of jobs:

Measurement of soil resistivity along the right of way of the main pipeline (At 500mtr Interval) & collection of additional data as per specification for corrosion survey MEC/TS/05/21/016C & applicable NACE standard.

Collection of soil & water samples along ROW at depth of 1M, 2M & 3M at every 5 km interval (Min 03 sample at each location) for its chemical & microbial analysis along the pipeline route as per specification for corrosion survey MEC/TS/05/21/016C & NACE Standard TM0106-2006 for detection of SRB, ARB & Total dissolved H2S etc.

Design, detailed engineering, preparation of design document, preparation of Test station schedule & Bill of Material, assessment for existing CP equipments for their use in new replaced pipeline, PCP hook-up/bonding methodology as per the corrosion survey, Chemical analysis of Soil / Water samples and site visit for Cathodic Protection system of pipelines to be replaced.

Prepacked Magnesium anodes for Carrier/Casing Pipe protection (Min 5.0 Kg Each) as per tender specification (1/2/3/4 Nos. of anodes). The total nos. of anodes shall be calculated as per the corrosion survey, soil chemical analysis, total weight and current requirement of the pipeline section. However, Min one anode is to be installed at every one KM with test station.

Supply, laying, termination, Glanding and ferruling TCP-Cables--The Cables shall be annealed high conductivity, stranded copper conductor, 650/1100V grade, XLPE Insulated & PVC Sheathed in new/existing test stations and junction boxes.

1 core x 6 mm2 - Potential Measurement, TLP to pipeline, armored

1 core x 10 mm2 - current measurement cable & Pipeline to Test station- armored

1 core x 25 mm2 -Bonding, Earthing, Surge diverter, HT line, etc.

All Cable to pipe connections by Exothermic Process or Pin Brazing for all sizes (Upto 1C x 25mm2)

SCHEDULE OF RATES Pipeline Replacement Project in Gujarat Region (Phase-I)

Bid Doc. No.: 05/51/23PH/GAIL/001(i)

SCHEDULE OF RATES - PART-BLAYING & CONSTRUCTION OF 8”, 6” & 4” NB U/G STEEL PIPELINE NETWORK &


HARIDWAR NATURAL GAS PVT. LTD.MECON LIMITED

SOR. No. 05/21/23PH(GR)/Mainline(Part-A)/SOR-01, Rev-0 of 56

8.0 20 Kg Sacrificial Zinc anodes for HT line crossing, Earthing of block valves on Cathodically Protected portion of pipeline. Nos. 14

9.0 Solid state Surge Diverters rating 100 kA for Insulating Joints. Nos. 10

10.0 Zn Ribbon Anodes

10.1 Mtr 170

10.2 70

11.0 Mtr 250

12.0

12.1 Nos. 10

12.3 GI Strip (50X6) mm Nos. 250

12.4 GI Strip (25X3) mm Nos. 450

12.5 Copper Strip (25X3) mm Nos. 100

12.6 Lot 1

13.0 Monitoring of the TCP system till commissioning of the permanent cathodic protection system. (Monthly Basis) LS 1

14.0 Polarisation coupons (50 mmx 50mm) with Magnetic reed switch as per NACE SP 104 without permanent ref cell. Nos. 515.0 Preparation and submission of As built drawings/documents including commissioning report for TCP system. LS 116.0 Other miscellaneous work i.e. civil, structural etc as per the scope of work for Temporary Cathodic Protection work. LS 1

Note:

PlaceDate Tender No.: _____________________________________________________Offer No. & Date : ________________________________________________

Zinc Ribbon Anodes at 4-8 O’clock position in the interval of 2 meter (max.) on carrier pipes / 10-2 O' clock position (Longitudinally to pipeline without thermit weld and the end connection of the ribbon anodes to be terminated in the TLP box through end sealing) for caoted casing cased crossings i.e. railways/ roads etc as per specification & Scope of work.

Slurry bentonite filling between carrier & casing pipe hollow portion, where casing pipe is bare and no addtional CP protection by Zn ribbon and where Zinc Ribbon Anodes at 10-2 O' clock position (Longitudinally to pipeline without thermit weld and the end connection of the ribbon anodes to be terminated in the TLP box through end sealing).

M3

HDPE sheet (6mm thick & 1200mm wide) between the GAIL Gas pipeline and the other CP protected foreign pipelines at the crossing locations for providing electrical isolation.

Supply, installation, testing, commissioning of the complete earthing protection system, earth electrodes/ pit, earth main ring, earthing of electrical equipments, instrument panels, field instruments, process equipments and pipes/ flanges including all associated civil work with all material and labour as per specification and drawings approved by the company.

Earthing Electrodes 65mm dia x 3mtr long & 4.5 mm thick GI pipe for earthing of cathodically unprotected pipeline at consumer station/DRS station/Metering skid and earthing. Total grounding resistance shall be limited to 2-3 Ohm max.

GI Wire, wire rope and all balance earthing material including copper strip (50 mm x 2 mm thick) jumper for flanges etc. as per the specification.


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3-(I) PIPING & MECHANICAL WORKS (PART-B) Description of Item Unit Size

INR INR(1) (2) (3) (4) (5) (6) (7) (8)1.0 PLANT PIPING (ABOVEGROUND) 0

-

-

-

- Preparation of final bill of material based on piping GADs.- Preparation of isometric and fabrication drawings.

- Carrying out 100 % Non-destructive testing

Sl.No.

Rating/ Thk.(mm)/

Sch.

Total Qunatity


except Service Tax



Transportation including loading, unloading & handling of all piping items from Owner's and/ or Contractor's storage point to work site/ workshop as applicable, 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 & scope of work, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.

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.

Fixing/ Installation of weldolets, sockolets, flanges, vent and drain point connection etc., including providing stub-in connections, fabricated fittings and reinforcement pads etc., as required.Erection including prior cleaning, lifting, placing on pipe sleepers and supports, overhead on racks, skids and at all elevations including installation and carrying out connected activities for all types of valves including supply and fixing of gaskets, studs/ bolts, nuts wherever required for all sizes, levelling, 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.




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INR INR(1) (2) (3) (4) (5) (6) (7) (8)

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Rating/ Thk.(mm)/

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Total Qunatity


except Service Tax






-

-

-

-

-

-

-

1.1

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 Engineer-in-charge.

Painting of entire system (including aboveground all pipes fittings, flanges and accessories) as per specification MEC/S/05/21/07 suitable for corrosive area environment including supply of approved paints and primers, application of primer and paints, indentification lettering/ numbering, colour coding, etc. as specified including rub down & touch up of shop primer or scrapping of shop primer wherever required by COMPANY and providing scafolding for all heights etc.

Cleaning and flushing by water/ compressed air, testing of the systems including hydrostatic, pneumatic and any other type of testing as specified, draining, drying by compressed air/other methods approved by COMPANY.Precommissioning & making operational all piping system and equipments and provide all necessary assistance in term of supply of man-power, equipment, tools and tackles required amount of nitrogen for purging of entire terminal piping system including equipments etc. to the company during commissioning activities.

Clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue material to Owner's designated plac(s); completing all works in all respects as per the AFC drawing, specifications, standards and other provisions of Contract and instruction of Engineer-in-charge.

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.Hook-up works including making provision for hooking up and carrying out shutdown activities at terminals if necessary.Complete Carbon Steel Piping Work with painting including all fittings, flanges and supply of all required gaskets, studs bolts & nuts etc. as described under item 1.0 above

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Rating/ Thk.(mm)/

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Total Qunatity


except Service Tax






1.1.1 API 5L, Gr. B, PSL-2, Seamless, BE m 8" NB 7.9 481.1.2 ASTM A106, Gr. B (Charpy), Seamless, BE m 6" NB S40 121.1.3 ASTM A106, Gr. B (Charpy), Seamless, BE m 4" NB S40 481.1.4 ASTM A106, Gr. B (Charpy), Seamless, BE m 2" NB XS 241.1.5 ASTM A106, Gr. B, Seamless, PE m 1.5" NB XS 41.1.6 ASTM A106, Gr. B, Seamless, PE m 1" NB XS 241.1.7 ASTM A106, Gr. B, Seamless, PE m ¾" NB S160 12Note:

2.0 SUPPLY OF ASSORTED PIPE, FITTINGS AND FLANGES

-

2.1 CARBON STEEL PIPES 2.1.1 API 5L, Gr. B, PSL-2, Seamless, BE m 8" NB 7.9 482.1.2 ASTM A106, Gr. B (Charpy), Seamless, BE m 6" NB S40 12

1) Pipe Specification and thickness may vary depending upon availability of pipe. No extra payment shall be made for this.2) All butt welded fittings end shall generally match with connecting pipe wall thickness. However, in case of misalignment, Contractor shall have to do end preparation without any extra cost. 3) All coupling, nipples etc. as required shall be suplied by contractor but no separate payments shall be made as it is covered under erection rate.4) NDT of Joints below 2" is to be included in above rate. However, payment of radiography of joints (2" and above) shall be paid seperately under SOR item for RADIOGRAPHY mentioned elsewhere in this SOR.

Complete work of supply of pipes, 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 clause of SCC & scope of work indicated in SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.

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.

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except Service Tax






2.1.3 ASTM A106, Gr. B (Charpy), Seamless, BE m 4" NB S40 482.1.4 ASTM A106, Gr. B (Charpy), Seamless, BE m 2" NB XS 242.1.5 ASTM A106, Gr. B, Seamless, PE m 1.5" NB XS 42.1.6 ASTM A106, Gr. B, Seamless, PE m 1" NB XS 242.1.7 ASTM A106, Gr. B, Seamless, PE m ¾" S160 12

2.2 FLANGES

2.2.1 Nos. 8" 300# 82.2.2 Nos. 6" 300# 22.2.3 Nos. 4" 300# 122.2.4 Nos. 2" 300# 122.2.5 Socket Welded (B-16.5, A105, 125 AARH, SW end to B16.5) Nos. 1.5" 300# 22.2.6 Socket Welded (B-16.5, A105, 125 AARH, SW end to B16.5) Nos. ¾" 300# 2

Blind Flanges (B-16.5, A105 (Charpy), 125 AARH, RF)2.2.7 Nos. 8" 300# 62.2.8 Nos. 6" 300# 22.2.9 Nos. 4" 300# 10

2.2.10 Nos. 2" 300# 102.2.11 Blind Flanges (B-16.5, A105, 125 AARH, RF) Nos. ¾" 300# 2

2.32.3.1 Nos. 8" 7.9 42.3.2 Nos. 6" S40 22.3.3 Nos. 4" S40 122.3.4 Nos. 2" XS 28

2.42.4.1 Nos. 8" 7.9 22.4.2 Nos. 4" S40 4

Weld Neck (B-16.5, A105(Charpy), 125 AARH, RF)(End Thickness to match pipe thickness)

ELBOW, 90° Elbow (A234, Gr. WPB (Charpy), B-16.9, 1.5D), BW

TEE, Equal Tee (A234, Gr. WPB (Charpy), B-16.9, 1.5D), BW

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2.4.3 Nos. 2" XS 16

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2.52.5.1 Nos. 6" x ¾" 6000# 22.5.2 Nos. 8" x ¾" 6000# 22.5.3 Nos. 4" x ¾" 6000# 22.5.4 Nos. 8" x 1.5" 3000# 2

2.62.6.1 Nos. 8" x 2" XS 82.6.2 Nos. 6" x 2" XS 2

2.72.7.1 Nos. 8" x 8" 6.4 22.7.2 Nos. 4" x 4" 6.4 62.7.3 Nos. 8" x 4" 6.4 22.7.4 Nos. 8" x 6" 6.4 22.7.5 Nos. 6" x 6" 6.4 22.7.6 Nos. 6" x 4" 6.4 22.7.7 Nos. 4" x 2" 6.4 4

2.8

2.8.1 Nos. 8" 300# 12.8.2 Nos. 6" 300# 12.8.3 Nos. 4" 300# 7

2.92.9.1 Nos. 8"x6" 7.9 x S40 12.9.2 Nos. 8"x4" 7.9 x S40 2

2.102.10.1 Nos. 8" 7.9 12.10.2 Nos. 6" S40 0

SOCKOLET (A105, SW)

WELDOLET (A105 (Charpy), BW)

BARRED TEE (As per Standard Specification and Data Sheets enclsoed)

INSULATING JOINTS (As per Standard Specification and Data Sheets enclosed)

Reducer (A 234 Gr. WPB (Charpy), BW)

End Caps (A 234 Gr. WPB (Charpy), BW)

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2.10.3 Nos. 4" S40 5

3.0 Supply of Valves

3.1 Plug Valves 3.1.1 BW Nos. 2" 300# 10

3.2 Ball Valves 3.2.1 BW, FB Nos. 8" 300# 73.2.2 FE, FB Nos. 8" 300# 03.2.3 BW, FB Nos. 6" 300# 43.2.4 BW, FB Nos. 4" 300# 173.2.5 FE, FB Nos. 4" 300# 03.2.6 BW, FB Nos. 2" 300# 203.2.7 SW, FB Nos. 1" 800# 23.2.8 SW, FB Nos. ¾" 800# 2

3.3 Globe Valves3.3.1 FE Nos. 2" 300# 0

Note:a) All butt welded fittings end shall generally match with connecting pipe wall thickness however in case of misalignment Contractor shall have to do end preparation without any extra cost.B) All coupling, nipples etc. as required shall be supplied by contractor but no separate payments shall be made as it is covered under erection rate.

Complete work of supply of valves including all taxes,duties,transportation and inspection charges but not limited to ,the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work indicated in SCC, drawings, specification and instructions of EIC and as perall provisions of the CONTRACT DOCUMENT.

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4.0 ERECTION OF VALVES ( As per P & ID ) (Above Ground)

4.1 Welded Valves (Full Bore/ Reduced Bore)4.1.1 Nos. 8" 300# 34.1.2 Nos. 6" 300# 24.1.3 Nos. 4" 300# 144.1.4 Nos. 2" 300# 6

4.2 Flanged Valves (Full Bore/ Reduced Bore)4.2.1 Nos. 8" 300# 24.2.2 Nos. 4" 300# 6

Nos. 2" 300# 2

4.34.3.1 Nos. ¾" 800# 2

Note : Erection of underground valves already covered in Mainline SOR item no. 1.1.

Handling including lifting and transportation from COMPANY's warehouse to CONTRACTOR'S Stores and/or work site and installation of all types of valves including assembly of valve accessories, (if any) by bolting, threading or welding, supply and insertion of gaskets, nuts & bolts, nipples, 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 Engineer-in-charge including servicing/ cleaning of valve wherever requried.

Sockolet Welded Valve (Ball / Plug / Valves)

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5.0 RADIOGRAPHY

5.1 8" 20

5.2 6" 20

5.3 4" 20

5.4 2" 20

6.0 FIELD INSTRUMENTS 6.1 No. 300# 6

6.2 No. 300# 6

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 expressely mentioned but required to perform the work as per specifications and instructions of Engineer-in-Charge (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 Engineer-in-Charge for acceptance, whose decision shall be final and binding.

Nos. of Joint

Nos. of Joint

Nos. of Joint

Nos. of Joint

Supply of Pressure Gauges inclusive of supply of erection accessories as per data sheet.Installation, Calibration, Testing & Commissioning of Pressure Gauges inclusive of supply of necessary piping materials/tubings alongwith all necessary valves & fittings, fabrication and installation of impulse lines/manifolds & hydraulic testing as per installation standard no. MEC/05/E5/SD/PG/004

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Place : _____________ Signature of Authorised SignatoryDate : _____________ Name :Tender No.: _____________________________________________________ Designation :Offer No. & Date : ________________________________________________ Seal :


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3-(II)

CIVIL WORKS FOR PART B Unit Quantity

ITEM Description of Item Part B INR INRNo.

CIV-1

CUM 10

Note:-

4.NET CUM of excavated quantity in CUM shall be measured for payment.5. To be read in conjunction with Particular Job Specification.

CIV-2 BRICK WORK

CUM 10

Note:-

2. To be read in conjunction with Particular Job Specification.


except Service Tax


except Service Tax

EARTH WORK IN EXCAVATION/ SITE GRADING AND BACKFILLING

Earth work in excavation /site grading in all kinds of soil including soft rock in any plan dimension up to required depth including backfilling of excavated earth at any location in layers of 300mm and compacted up to 95% to its MDD at all heights and depths. Surplus and unserviceable earth shall be disposed up to any lead in all conditions. Soil to be levelled and neatly dressed complete in all respect as per scope of work, detailed construction drawings, technical specifications and direction of the Engineer-in-Charge.

1. This Rate shall be applicable only for excavation which are not included as a part of respective SOR Item.2.The Contractor shall take into account in his quoted rate the provision for excess excavation required for necessary working space, cutting in slopes etc., which may be required for excavation and other allied works and refilling the side slopes and working space in layers as per requirement.

3.Rate to include cost of all labour, tools, tackles, equipment, hire charges, shoring, bailing and pumping out water as required etc. with all bye works and sundry works complete in all respects.

Providing and laying brick work with brick class designation M-5.0 of IS:1077 in Cement Mortar 1:4 (1cement : 4 sand) in steps, load bearing structures, drains, or at any other location at all depths & height for all leads including providing required finishes, curing, scaffolding, etc., complete as per specifications and drawings with all bye-works as per direction of the Engineer-in-charge.

1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC), bricks, finishes, bitumen, other minor construction materials, shuttering, staging, masonry work, excavation, PCC M10, plastering with 15 mm thick cement plaster on exposed faces with 1:4 cement mortar( 1 cement : 4 Sand) , painting with bitumen etc. as per requirement with all bye-works and sundry works complete as per drawings.

MECON LIMITED



HARIDWAR NATURAL GAS PVT. LTD.

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3-(II)




except Service Tax


except Service Tax

MECON LIMITED




CIV-3 PLAIN CEMENT CONCRETE

CUM 10

Note :-


CIV-4 REINFORCED CEMENT CONCRETE

CUM 10

Note :-


Supplying and laying plain cement concrete of grade M 10 with stone aggregate 40mm down grade (including shuttering if required) in all types of concrete works including levelling courses below foundations, mass concrete works, chambers, cable trench, under floors and any other locations, at all levels and locations (which are not covered as part of composite items) as per drawings, specifications and directions of the Engineer-in-charge.

1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering in all conditions etc. with all bye works and sundry works.

Providing and laying Reinforced Cement Concrete of grade M-25 with 20mm and down grade crushed stone aggregate in all types of structures like foundations, beam, columns, pedestals, pedestal bases, pipe supports, sleepers, cable trench, RCC retaining wall foundation for boundary wall etc. including excavation, PCC M10 in mud mat, shuttering, construction joints, bitumen painting on surfaces in contact with soil,supplying and fixing MS inserts, finishes etc. at all depths and levels complete as per drawings, specifications and directions of the Engineer-in-charge.

1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement including sulphate resistant cement for sub-structures, inserts, bolts, conduits, bitumen, excavation, PCC M-10 in mud mat, other minor construction materials, shuttering , staging, testing of concrete, curing etc. except reinforcement steel with all bye works and sundry works complete.

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3-(II)




except Service Tax


except Service Tax

MECON LIMITED




CIV-5 REINFORCEMENT STEEL

MT 1

Note :-

2. Chairs, Laps, Spacers, Wastage etc. shall be to contractor's account.3. To be read in conjunction with Particular Job Specification.

CIV-6 CONCRETE PAVEMENT

150mm thick in Pavements in Process Areas (Type - I) SQM 100Note :-


Supplying and Fabricating and Fixing in position HYSD Steel Reinforcements/ TMT Grade Fe-415/Fe 500D conforming to IS1786-2008 at all levels and positions including the Cost of transportation, Straightening, Cutting, Bending, Cranking, Binding, Welding, Provision of necessary Chairs and Spacers, Preparation of bar bending schedule, getting the same approved by EIC etc., complete as per Drawings and Specifications and including Cost of binding wire, Labour etc., all complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. The Chairs and Spacer Bars provided will not be measured for payment.

1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as steel Reinforcement, binding wire and other minor construction materials, testing etc. all bye works and sundry works.

Providing and laying reinforced cement concrete pavement 150 mm thick in M-25 grade with 20 mm and down grade crushed stone aggregate in pavement, including earthwork in excavation, preparation of base (i.e. compacted subgrade, 200 thk sand and 100 thk PCC M-10 grade), leaving pockets if necessary, making recess, projections, fixing inserts conduit pipes (GI, PVC, HDPE, etc.) laying in alternate panels, filling the gaps between the panels with bitumen sand mix filler material etc., making slopes, finishing edges, leaving bars for pedestals & sleepers including providing sand fill isolation , shuttering, providing and fixing reinforcing steel, curing, chipping and modification works etc. as specified in any shape, thickness, position and finishing the top surface smooth as per requirement etc. all complete as per drawings, specifications and directions of the Engineer-in-charge.

1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, providing and fixing reinforcement steel, shuttering, earthwork in excavation and backfilling using serviceable earth in all conditions, preparation of base, etc. with all bye works and sundry works. Cost of works towards pipe supports & sleepers being raised from pavement is covered under respective RCC items.

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MECON LIMITED




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MECON LIMITED




CIV-7 VALVE PIT

a) TYPE-I (1.2MX1.2M) Nos 9b) TYPE-II (1.8MX1.8M) Nos 6c) TYPE-III (2.0MX2.0M) Nos 6

STEEL STRUCTURAL WORKSST-1 Steel structure Fabrication

KG 1000

ST-2 Providing and fixing Fencing Structure

a) Fencing height 2.1m RM 50Notes:

1

Construction and handing over of Brick Valve Pit as per tender drawing, technical specification and direction of engineer-in-charge complete in all respect. Scope of work shall be as per tender drawing.

Supplying, Fabricating & Erecting in position steel structures fabricated out of MS Girders, channels, Tees, angle, flats, plate, square hollow sections pipes etc. conforming to IS:2062 and/or from pipes conforming to IS:1161 for structural purpose for cascade supporting structure, loading/unloading platform, Gratings for platform, catladder,handrails, hoardings for sinages,Lcv stand, etc. of any size/dia for required design including cutting, welding, bolting, hoisting, fixing in position, including application of one coat of primer at shop and second coat of primer at site after erection and two coats of finishing paint at site .The work is to be completed in all respect as per specification ,scope of work, detailed construction drawings and directions of the Engineer-in-charge.

[ Rate to include cost of all labour, nut, bolts, tools, tackles, hire charges royalties, levies, transportation, scrap value, gas cutting, welding, other consumables, paints, compressed air, water, electric power etc. all complete.]

Supplying, fabricating & fixing steel structural fencing fabricated from pipes conforming to IS:1161 and plates conforming to IS:2062 & fixing of GI weldmesh made from 3mm GI wire @ 75 mm bothways to structural steel frame by means of welding/bolting, including applying two coats of approved quality of synthetic enamel paint over a priming coat of in approved shade including supply of all raw materials, bolts, electrodes, transportation, including making pokets & pouring with PCC (1:2:4) in of block 500x500x500 for fixing of posts etc complete as per enclosed drawing, technical specifications,scope of works and directions of the Engineer-In-Charge.

The quantities indicated are estimated values and hence are approximate. Final payment will be made based on actual quantities to be certified by the Purchaser.

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2

3

4 Time schedule, are deemed be included in the quoted rates5

6 Contractor shall ensure proper alignment and smooth operation of Gate

Note: (i) Currency must be Indian Rupees (INR) only.

Place : _____________ Signature of Authorised SignatoryDate : _____________ Name :Tender No.: _____________________________________________________ Designation :Offer No. & Date : ________________________________________________ Seal :

The cost of MS bolts (permanent and service), washers, electrodes, putty, gases, cost of straightening the raw materials, cutting of flats from plates and providing splices, paints, tools, plants, etc., as required for the work shall be deemed to be included in the quoted rates.All handling and transport charges of raw materials and fabricated structures including double handling, as required, for completion of work in accordance with

All accessories like MS tower bolts, MS Pivot, MS Wheels, MS Tee section, locking arrangement etc. shall be measured by weight only.

Total Amount of quoted price (inclusive of all applicable taxes & duties except Service Tax )

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TELECOM WORKS FOR PART B Unit Quantity


A.0

1.0

Meter 44000

2.0Nos. 12

B.0

1.0

Meter 42000

C.0 SITE WORK (as per scope of work, specification no. MEC/S/05/E5/T/001 of Bid documents)

1.0

Lumpsum 1


except Service Tax


except Service Tax

Telecommunication Work related to OFC Network has to be carried out by the Bidder as defined in Scope of Work of Job specification, other specifications, drawings, other provisions of Contract and instructions of Engineer-in-Charge including but not limited to followings works. For all supply, the scope covers design, manufacturing, factory testing, inspection, packaging, forwarding, transportation, insurance, handling and storage at site etc.

SUPPLY OF OFC AND ACCESSORIES (as per MECON Technical specification MEC/TS/05/E5/T/096).Supply of 24 fibre composite Optical fibre cable (6 Fibre G-655 & 18 Fibre G-652) of 4000 Meter ± 2.5 % cable drums (Qty as per pipeline length) (Shorter length drum (less 4 KM - 2.5 %) shall be strictly treated as per the clause no . 4.3 (e) of OFS TS No. MEC/TS/05/E5/T/096 Rev 2. Any additional necessary requirements due to shorter length as per TS /Scope of work is in vendor scope. ( Qty with Spares)

Supply of Jointing Closures (suitable for 24 Fibre OFC ) including all accessories of approved make of Owner/MECON only.(Planned Qty : 09 Nos , Spare Qty: 03 Nos)

Supply of Permanently Lubricated Telecom HDPE Duct & Accessories as per MECON TECHNICAL SPECIFICATION No. MEC/TS/05/E5/T/037.

Supply of 40 mm, permanently lubricated HDPE Telecom DUCT (1000 meter drum), Factory Acceptance Testing as per specification. (Qty with spares) Supply of spare HDPE accessories Plastic Couplers (PC), End Plugs (EP), Cable Sealing Plugs (CSP), End Caps (EC) etc suitable for supplied Duct (Qty as PC-20 nos, EP-20 nos,CSP-20 nos, EC-20 nos).

Submission of optical fiber cable & HDPE alignment sheets as per the requirements of specification based on the existing pipe line survey (No separate survey reqd.), estimation of OFC & HDPE duct including all accessories in accordance with the alignment sheet and specifications. Laying work can not be started without approval of these documents from Client / Consultant / EIC.

MECON LIMITED




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2.0 Erection of HDPE Duct as per specification

2.0a

42000

2.0 b

Nos. 52

3.044000

4.0Nos. 40

5.0Nos. 10

6.0 Nos. 10

7.0

a Electronic Markers (To be buried underground along with OFC Joints at all jointing location) Sets 9

Installation of 40mm OD, permanently lubricated HDPE ducts, in same pipeline trench direct buried or cased crossing through CS/ HDPE conduit (2 duct in cased crossing) in all type of soil & terrain, all work as define in mainline work, for terminal area or non pipeline area - excavation, padding, backfilling, , cleaning and sealing of ducts, for river crossing additional blowing pit at both end of the river bank, jointing of HDPE conduit, erection accessories as required, Testing of laid permanently lubricated HDPE ducts, rectification if required, cleaning and sealing of ducts at the end after testing, preparation of report, joint location marking in CAS, final acceptance / Handing over of the same to Owner, Drawings and documentation all complete as per specifications provided in the bid document. (Supply of HDPE accessories required including Plastic Couplers (PC), End Plugs (EP), Cable Sealing Plugs (CSP), End Caps (EC) etc suitable & sufficient for supplied Duct, complete in all respect as per specification and as per direction of EIC). (This duct is for blowing of 24 F for total length of pipeline as per spec. and drawing)

Per Meter of Trench Length

Supply of OFC Blowing pits / Jointing pit (RCC pit as per MECON dwg & at every 1 KM distance for BP and every 4 KM for JP, at 1 meter away from the main pipeline), including sand etc all complete as per spec for all planned BP/JP, drawing provided in the bid document. Any unpanned BP/JP will not be paid.

Blowing / Laying of Optical Fiber Cable All activities pertaining to Blowing / Laying of optical fiber cable in same pipeline trench inside 40 mm HDPE telecom duct (after testing of OFC drum at site), through CS/ HDPE conduits at crossing, testing of OFC before Blowing/laying, cable sealing etc. using all materials required complete as per specifications and drawing provided in the bid document & as per direction of EIC. (spare loop of 10 Meter at Blowing Pit, 20 Meter at Jointing Pit & 20 Meter at each station on wire-mesh (if applicable) shall be provided- No payments for laying shall be made for these spare loops)

Per Meter of Trench Length

Supply & installation of 300 dia OFC cable markers at all pipeline warning markers locations on same pipeline markers / KM marker / directional marker post as per specifications & drawing provided in the bid document and direction of consultant. Splicing, Jointing of optical fiber cable , final Jointing / splicing, Testing of OFC after jointing all completed as per specifications & drawing provided in the bid document and as per instruction of EIC.

Supply and installation of Joint Marker at all jointing locations as per MECON's drawing all complete as per spec., drawing provided in the bid document and the direction of consultant.Supply and Installation & Commissioning of Electronic Marker System as per specification , test certificate and documents etc. consisting of :

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b Electronic Marker Locator and accessories (Including probe and locator electronics) Sets 1

8.0

Sets 2

9.0 Termination & Testing Lot 1


(ii) Currency must be Indian Rupees (INR) only.

(iii) Some of the may / may not be execute as per site requirements.

Place Signature of AuthorisDate : _____________ Name :Tender No.: _ : _____________ Designation :Offer No. & Date : ________________________________________________ Seal :

Supply & installation of set of FTC (in & out) (approved Make ) with zero dB connectors & wiremesh (structural size 1.5 Mtr x 1 mtr and mesh size 15 cm x 15 cm) and other accessories for termination of OFC - 24 fibre in the equipment room (at all control room locations) (tentative). At common locations such as SV; contractor has to provide FTC for 48 F with Zero dB connector for both direction OFC termination as per channeling plan. The channeling plan will be provided to succesful bidder during detailed engineering.

Locations where CONTROL ROOM IS NOT AVAILABLE - Installation & Termination of OFC on FTC with Zero Db connector (including supply) in field in weather proof JB, post for FTC JB with canopy all work as required.All such locations additional 150 meter cables has to be store in blowing pit near to FTC post. The blowing pit cost shall be included in lumpsum price.

splicing with street fibre, test of the fibre for the smooth operation system on wavelengths, end to end Power Testing of laid OFC, Identification of the fault, Rectification, preparation of reports, reconciliation of free issued OFC etc., all testing reports in the format provided in the tender, CD of all fibre OTDR traces, work complete in all respect with all necessary accessories for all location, final acceptance / Handing over of the same to Owner and as per the direction of Engineers in charge, as per specification & contract agreement. For Testing & Termination details, Refer PJS .


(i) The quantites of individual item can varied as per site requirement.The payment will be made as per actual certified measurement at site. For the supply items the quantities shall be procured after approval from client/ consultant/EIC.

SUMMARY OF PRICES for Part B (To be submitted with priced part of the offer)

LAYING & CONSTRUCTION OF 8”, 6” & 4” NB U/G STEEL PIPELINE NETWORK & ASSOCIATED WORKS FOR CITY GAS DISTRIBUTION FOR HARIDWAR GA

BID DOCUMENT NO.: 05/51/Q7AU/HNGPL/001(i)

Sl. No. (In Figures) (In Words)

1 Total amount of quoted price for Mainline Works SOR

2 Total amount of quoted price for Cathodic Protection Works SOR

3 Terminal Works

I) Total amount of quoted price for Piping & Mechanical Works SOR

II) Total amount of quoted price for Civil Works SOR

III) Total amount of quoted price for Telecom Works SOR

4 Gross Total Amount (inclusive of all applicable taxes & duties)

[1+2+(3-I)+(3-II)+(3-III)]

5

______________________ Percent of total quoted amount6 Amount of Rebate as per Sl.No. 5 above

7

8

9 6000000 Sixty lakhs only

10 Total Amount (Sl. No. 7 + 8 + 9)

Currency must be Indian Rupees (INR) only.

Place : _____________ Signature of Authorised SignatoryDate Name :Tender No.: _____________________________________________________ Designation :Offer No. & Date : ________________________________________________ Seal :

Rebate (if any) offered on gross total amount (Sl.No. 4) above. (which will be applicable on each item of Schedule of Rate) _________ % of total

quoted amount

NET TOTAL AMOUNT (after considering rebate indicated at Sl.No. 5)

Service Tax incl. SBC & KKC @ 15% on 40 % of Total Amount mentioned at Sl. No. 7 aboveService Tax incl. SBC & KKC @ 15% on 40 % on free issue material of INR 10 Crore.

Notes:

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