LAYING OF PE PIPELINE NETWORK INCLUDING ASSOCIATED WORKS FOR BHUBANESWAR GA FOR CITY GAS DISTRIBUTION NETWORK (01 YEAR ARC)

BoQ_Ver4.0

Installation of Service Regulator: Shifting, loading , unloading, Installation & Fixing of Service regulator Module with associated inlet and outlet. Service Regulator installation as per sketch in tender document Size: (4/6 bar to 100 mbar)

Name of the Bidder/ Bidding Firm / Company :

PRICE SCHEDULE (This BOQ template must not be modified/replaced by the bidder and the same should be uploaded after filling the relevent columns, else the bidder is liable to be rejected for this tender. Bidders are allowed to enter the Bidder Name and Values only )

NUMBER #

Pipe Laying(including crossing) in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/ Hard surface/Rock surface etc using open cut/ Moling (without Casing)/ Moling (with Casing)/Directional Drilling technique (with and without casing pipe) methodology.

Pipeline Laying through Open Cut (Without casing) in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/Hard Surface/Pebbles/Cobbles/Boulders/Structures etc (excluding Rocky strata)

20 mm PE 100 pipe

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

Pipeline Laying Through Moiling(without casing) in any type of surface like unprepared surface (Kacha surface)/Normal/Hard Surface/Pebbles/Cobbles /Boulders/Structures etc (excludins Rocky strata)

20 mm PE 100 pipe

32 mm PE 100 pipe

Pipeline Laying Through -HDD (without casing) in any type of surface like unprepared surface (Katcha surface)/Normal Surface/Hard Surface/Pebbtes/Cobbles/ Boulders/Structures/excluding Rocky strata)

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

Pipeline Laying Through Open cut(with casing) in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/Hard Surface/Pebbles/Cobbles/Boulders/Structures etc (excluding Rocky strata)

20 mm PE 100 pipe

32 mm PE 100 pipe

63 mm PE 100 Pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

Pipeline Laying Through Moiling(with casing) in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/Hard Surface/Pebbles/Cobbles/Boulders/Structures etc (excluding Rocky strata)

20 mm PE 100 pipe

32 mm PE 100 pipe

Pipeline Laying Through HDD(with casing) in any type of surface like unprepared surface (Katcha surface)/Normal Surface/Hard Surface/Pebbles/Cobbles/ Boulders/Structures etc (excluding Rocky strata)

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

Pipeline Laying Through Open cut (without casing) for all type of Rocky strata

20 mm PE 100 pipe

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

Pipeline Laying Through Moiling(without casing)for all type of Rocky strata

20 mm PE 100 pipe

32 mm PE 100 pipe

Pipeline Laying Through HDD (without casing) for all type of Rocky strata

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

Pipeline Laying Through opencut (with casing) for all type of Rocky strata

20 mm PE 100 pipe

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

Pipeline Laying Through Moling(with casing) for all type of Rocky strata

20 mm PE 100 pipe

32 mm PE 100 pipe

Pipeline Laying Through HDD (with casing) for all type of Rocky strata

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

EIC.Bidders la quote accordingly. v) The laying of 20/32mm pipe for connectivity to individual consumers along the allocated area or pipeline route (32/63mm) to the contractor shall be done as per the customer registration list shared during area allocation.

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

NOTE: i) The lengths of pipelines are tentative. ii) For SOR Item No. A00164 to A00167 payment for length of PE pipe will be done as per casing pipe length. iii) Payment for items above under pipeline laying in all type of rocky strata shall be made only whereever hard rock is existing and supply and installation of padding materals(i.e. rand/soft soil) shall be done as per the direction of EIC.Bidders to quote accordingly. iv) The laying of 20/32mm pipe for connectivity to individual consumers along the allocated area or pipeline route (32/63mm) to the contractor shall be done as per the customer registration list shared during area allocation. v) For Nala/Water Bodies//Canal etc Bidder/contractor have to execute Geo-technical, hydrological & hygraphical survey as per technical specification and direction of EIC, and for railway/ road/Culvert crossings contractor have to execute geotechnical & crossing survey as per technical specification and direction of EIC. vi) For geotechnical survey/investigation: 1.Laboratory test & field test shall be as per technical specification & tender documents. 2. Quantity indicative above is tentative and for multiple crossings. Quantity may increase/ decrease or delete as per site requirement. vii) All work under SOR line item from A00158 to A00169 to be done as per the direction of EIC.

Restoration of the roads, pavements, channels, footpaths, tiles, stones etc. to original condition including supply of the approved quality material required, as per local authorities norms, obtaining NOC from concerned local authorities / land owners / third party inspection agencies (if any) designated by owner and to the satisfaction of Engineer-in-charge.

Type I: lnside size 1500 mm x 1000 mm and upto 1500 mm deep

Type II . lnside size 1500 mm x 1000 mm and greater than 1500 mm deep

Valve Pit Chamber (RCC) Constructing valve pit chamber in RCC of grade M-25 over 75 mm thick levelling course in 1:4:8 mix including 16 mm thick plastering with cement mortar 1:3 (1 cement : 3 coarse sand) and PCC pedestal for Valve support (if required) complete as per specification, drawings and direction of EIC. Valve Pit Chamber shall be covered with 150 mm thick RCC top slab of M-25 grade with manhole cover (medium duty) along with frame as per IS 1726. Rate to include cost of all labour, tools, tackles. equipment, hire charges, supp(y of all mateñals such as minimum 45 grade cement, reinforcemen1. CI manhole cover, PVC coated rungs, inserts including excavation and backfilling. masonry works, plasteñng, etc. with all bye works and sundry works.

Type I : Inside size 1500 mm x 1000 mm and upto 1500 mm deep

Type II : Inside size 1500 mm x 1000 mm and greater than 1500 mm deep

Note: The tender drawing enclosed is only for reference purpose and contractor shall be required to prepare drawings (in line with reference tender drawing) for specific sizes of Valve pits and the same shall be approved by EIC

Minimum pipe top cover of 375 mm is required and the line pressure shall not exceed 110mbar

Necessaiy mitigation measures such as RCC slab (150mm thick and 300mm width) at the top. the RCC slab of the roof of basement shall be treated as bottom. There shall be sand filfing across three sides of the line pipe of l00mm each shall be required to be taken by contractor in consultation with EIC as per latest PNGRB Guidelines. No additional payment shall be admissible against the same.

Receipt, Loading, unloading, storing, reloading, transporting, unloading, stringing and laying of 20mm, 32mm & 63mm PE pipe (PE 100 SDR11) including proper stacking, tdentification.and supply of accessones of below mentioned sizes & all thickness liko PE Bends, Couplers, Endcaps, Tee. Reducer, CS / GI to PE Fittings (i e. Transition Fittings of sizer 20 mm 1o 63 mm), Warning Mat 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 sile condition including execution of all works; Storage of malerial in contractor‘s store, fabrication. access for construction procurement and suppfy of all materials. consumables,equipments, labour and other inputs. In the case of free issue items, the scope also includes. receiving and

loading from Owner’s designated store, transportation, unloading and stacking of free issue items a Contractor’s store.

Carrying out all temporary, ancillary, auxiliary works required to make the PE pipeline ready for commissioning as per drawing

Surveying of roule and detours required at the time of execution, preparation of Construction drawings showing survey details, and submit same to Owner for review /approval

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.

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

Laying using open trench without casing includes survey of under ground utilities (through trial pits), execution of work as per specification including Trenching to all depths by excavation in all types of soils induding soft/ rocky strata and different type of pavement / footpath / roads etc including rock breaking, chiselling or otherwise cutting etc. as required and staring 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 to the top of undisturbed surface of the soil or as per Specification/ OISD- 226 & PNGRB latest guidelines whichever ‹s higher]. Dewatering of trenches / pits if required as per site condition. Repairing of all damaged utilities if any, and payment of any compensation (if claimed by owner / other utility agencies)

Uncoiling / stringing & aligning of PE pipes, clamping, jointing of the pipe ends / fittingd/ valves by qualified personnel using approved electro-fusion techniques as pe specification.

The scope of work against laying of 20/32 mm pipe also includes works like making of PCC pedastal of grade (1:2:4) and size ( (300mm(L)X200mm(W)XHeight (H)),(H>=300mm & will be as per site condition) ), supply and installation of GI Sleeve {Heavy (C-Class) as per IS-1239). filling of sand and installation of TF (along with supply).

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.

Final clean-up of right-of-use or area disturbed by contractor during their construction activties for laying of pipeline works and disposal of debris and surplus material to designated disposal areas and backfilling of trench and compaction of the same as pe satisfaction of Owner and / or as directed by Engineer—in—charge.

Maintaning the completed pipelines and installation for any defect or failures during defect Iiability period (i e. 12 months from date of completion of work)

Handing over the completed works to Owner for their operation/ use, reconciliation of material area wise and obtaining "no objection certificate" from Owner/ Consultant.

20 mm PE 100 pipe

32 mm PE 100 pipe

Supply of GI/ MS/ Concrete Sleeves (wherever required as a Special Case as per instructions of the Engineer-in-charge)

GI Sleeves /Concrete Sleeves

2 1/2' NB. 1’ Length

MS Enamel Coated

4” NB, 1' Length

Concrete Sleeve (NP-2 Class)

4" NB, 3' Length

4” NB, 3' Length

6' NB, 3’ Length

Installation of valve(Normal stem) in pit including supply of valves

PE Valve 32 mm dia

PE Valve 63 mm dia

PE Valve 90 mm dia

PE Valve l25mm dia

Installation of valve(Long stem) in pit induding supply of valves

PE Valve(Long stem) 32 mm dia

PE Valve(Long stem) 63 mm dia

closed and instructions of Engineer-in-charge. Payment of valve pits shall be paid separately as per SOR

PE Valve(Long stem) 125mm dia

Fabrication & Installation of Markers

RCC Route Markers

Pole Markers with Foundation

Warning Plate Markers

Paver Block-Tiles Markers

GPR Survey - Length up to 100 meter

GPR Survey - Length more than 100 meter

Note :-In case GPR survey length exceeds 100m, for quantity beyond 100m, amount in addition fo SOR item No.- A01001, shall be payable based on per meter rate quoted aqainst SOR item No.- A01002

Preservation of Pipeitne

Preservation of pipeline sections and associated facilities (in event of delay in comissioning. other unforeseen reasons) including supply of nlrogen, 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.

Preservation of pipeline sections and associated facilities (in event of delay in comissioning. other unforeseen reasons) including supply of nlrogen, 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.

For every additional period ot one month or part thereof Limiłed to 6 month

For 90 mm PipeJine

For 20 mm Pipeiine

Note: (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/ consultan ElC. (ii) The bidder must indicate currency(ies) against each quoted item of the SOR. (iii) The total amount shall also be given by the bidder in the quoted currency(ies). (iv) Some of the may / may not be execute as per site requirements.