LAYING OF PE PIPELINE NETWORK INCLUDING ASSOCIATED WORKS FOR JAMSHEDPUR GA FOR CITY GAS DISTRIBUTION NETWORK (1 YEAR ARC)

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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/slag 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 Moling(without casing) in any type of surface like unprepared surface (Kacha surface)/Normal/Hard Surface/Pebbles/Cobbles/Boulders/Structures/slag 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/Pebbles/Cobbles/Boulders/Structures/slag 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(with casing) in any type of surface like unprepared surface (Katcha surface)/ Normal Surface/Hard Surface/Pebbles/Cobbles/Boulders/Structures/slag etc (excludings 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) 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 surf

32 mm PE 100 pipe

63 mm PE 100 pipe

90 mm PE 100 pipe

125 mm PE 100 pipe

ace)/Normal Surface/Hard Surface/Pebbles/Cobbles/Boulders/Structures/slag 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 Open Cut(Without casing) for all type of Rocky strata

20 mm PE 100 pipe

32 mm PE 100 pipe

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

20 mm PE 100 pipe

32 mm PE 100 pipe

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

32 mm PE 100 pipe

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

90 mm PE 100 pipe

125 mm PE 100 pipe

NOTE: i) The lengths of pipelines are tentative. ii) For restoration of asphalt / concrete roads, the item for construction of asphalt top / concrete top / Tiles/Stone slab/Paver Blocks/Curb Stones/RCC Top shall be paid separately as per the rates quoted for the same elsewhere in the SOR. iii) For SOR Item No. A00116 to A00129,A00144 to A00157 payment for length of PE pipe will be done as per casing pipe length. iv)Payment for items above under pipeline laying in all type of rocky slrata 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 la quote accordingly.

Civil Work/Cutting/ Breaking and Restoration

Asphalting

Breaking/Cutting of Cement Concrete-Making provision for PE Pipe laying as per site requirement and as per instruction of EIC

Cement Concrete restoration as per scope of work (Excluding Breaking/Cutkng)

Breaking/Cutting of RCC Core-Making provision for PE Pipe laying as per site requirement and as per instruction of EIC

RCC restoration as per scope of work (incIuding Breaking/Cutting)

Brick Soling/ Stone Soling etc

Tiles/ Paver Blocks/ Curb Stones,Red sand stone

Providing, hoisting and placing of 75 mm thick precast reinforced cement concrete slab of M-20 grade over pipeline as mechanical protection including the cost of required centering, stuttering, reinforcement complete as per tender drawing and direction of the EIC. Note:- Size (Length x Width) of the precast slab will be decided as per site condition and as per instruction of EIC. Precast slab will be placed in multiple number and vañous location as oer site condition and as per instruction of EIC

Valve Pit Chamber (Brick Masonary) Constructing valve pit chamber in brick masonry with cement mortar 1:4 (1 cement : 4 coarse sand) over 150 mm thick RCC Foundation along with 75 mm thick levelling course in 1.4:8 mix including 16 mm thick plasteñng with cement mortar 1:3 (1 cement : 3 coarse sand) and PCC pedestal ror 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, supply of all materials such as minimum 45 grade cement, reinforcement. Cl manhole cover, PVC coated rungs, inserts including excavation and backfilling, masonry works, plastering. etc. with all bye works and sundry works.

Type I: lnside 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

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, supply of all materials such as minimum 45 grade cement, reinforcement. CI manhole cover, PVC coated rungs, inserts including excavation and backfilling. masonry works, plastering, etc. with all bye works and sundry works.

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

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

Supply, installation of sleeve, insertion of pipe. sealing the annuals, firm fixing of Sleeves with concrete mix. Breaking through any obstructions and their subsequent restoration as per specifications and instructions of the Engineer-in-charge. GI/MS Pipes shall be Heavy (C-CIass) as per IS-1239

GI Sleeves /Concrete Sleeves

2 1/2' NB. 1’ Length

4” NB, 1' Length

MS Enamel Coated

4" NB, 3' Length

Concrete Sleeve (NP-2 Class)

4” NB, 3' Length

6' NB, 3’ Length

Note: The decision regarding use of type of sleeves to be used at various locations shall be made by Engineer In-Charge / Owner

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

Supply of isolation valves (as per data sheet) and installtion of valves in the valve pits as per typical drawing and specification enclosed and instructions of Engineer-in-charge. Payment of valve pit shall be paid separately as per SOR

PE Valve l25mm dia

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

Supply of isolation valves (as per data sheet) and instalation of valves in the valve pits as per typical drawing and specification enclosed and instructions of Engineer-in-charge. Payment of valve pits shall be paid separately as per SOR

PE Valve(Long stem) 32 mm dia

PE Valve(Long stem) 63 mm dia

PE Valve(Long Stem) 90 mm dia

Fabrication & Installation of Markers

PE Valve(Long stem) 125mm dia

RCC Route Markers

Supply, fabrication and installation of RCC route markers as per the attached drawing in technical volume, along the route including all associated civil works such as excavation and construction in all types of soils, construction and pedestals and grouting with concrete.

Pole Markers with Foundation

Supply, fabrication and installation of plate packers as per the attached drawings in technical volume including all associated civil works such as excavation and construction in all types of soils, construction and pedestals and grouting with concrete, cleaning stencil let.

Warning Plate Markers

Supply, fabrication and installation of plate markers, including application of approved color and quality of primer and paint, stencil letter cutting of lettering, numbers, direction etc. as per the attached drawing in technical volume to be installed near regulator.

Paver Block-Tiles Markers

Supply, fabrication and installation of Paver Block-Tiles markers, including application of approved color and quality of primer and paint, stencil letter cutting of letteñng, numbers. direction, etc. as per the attached drawings to be installed on Paver Block/Tiles on foot Path/As per the instmctton or Etc.

Construction of RCC structure for protection of service fine for drain/nallah Crossings

Construction of Non suspended slabs/pavement slabs induding pedestal/ramp etc.using reinforced cement concrete of M-25 grade (Concrete shall be design mix/nominal mix with 20 mm & down size graded crushed stone aggregates) to protect the PE pipe laid. All necessary form work, finishing the top surface rough/smooth as required in any position, shape, level and thickness etc. shall be as specified and directed by EIC. The rates shall include grouting of pockets, supply of all material, tools, reinforcement steel etc.

GPR Survey ( Scope includes submission of GPR survey report before/after obtaining permission for excavation from

land owning agencies with complete satisfaction of the land owning agency & Owner)

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.- AO 1001, shall be payable based on per meler rate quoted aqainst SOR item No A00902

DRS/DCU/DRS cum DCU works

Installation of DRS/DCU/DRS cum DCU

Receiving and taking over, handling, loading, transportation and unloading of DRS/DCU/DRS cum DCU from Owner's designated stockyards to site, installation at foundation (including supply of all structural items) and hooking up with PE pipe including all works as required to complete the job as per the drawings and specification, scope of work mentioned in tender doucment. The scope includes supply of transition fittings and other PE and CS fittings as per requirements and various associated works (including steel welding) to commission DRS/DCU/DRS cum DCU. Note: 1) Amount towards civil work shall be payable as per related SOR items. 2) Rate to include cost of all labour, tools, tackles, equipment, hire charges. 3) Bolts, nuts, washer, U-clamps, gaskets etc. if required during installation shall be procured and supplied by the Contractor within the rate quoted. These items shall not be separately measured and paid.

Additional Backfilling ol Sand in excavated trench/Pit as per site requirement

Filling of M-Sand/Soft soil as per the site requirement and as per instructions of EIC (except the sand padding as mentioned SOR Item No A00101)

DCU/DRS cum DCU. (Maximum weight of single DCU/DRS cum DCU shall be about 6.0 T)

Note: i) The quantities mentioned are indicative only. ii) For all the supply items mentioned above, procurement shall be made as per specification after due approval of engineer- in -charge

CIVIL WORKS

Earth Work Earth in excavation and filing to the grades and levels shown in the approved drawings in all kinds of conditions including for Road embakments. using approved quality good earth from designated borrow area. for all heights and depths including clearing and stripping (min. 150 mm) of the area marked for filling, taking spot levels, consolidating the exposed natural soil surface, excavating lhe earth from borrow area loading, transporting & unloading, spreading in layers not exceeding 150 mm thickness, breaking clods, watering (if reqd.). ramming and compacting by manual mechanical means to give minimum 92% of modAed Proctor's density of earth. testing & dressing inr2uding disposal of al unserviceable material all complete as per specifications and directions of Engineer-in- charge. (Rate to include cost of all labour. tools, tackles, equipment, here chanrges, cost of borrow earth by way of royalties, right of way, cess etc., as applicable wilh all bye works and sundry works).

PCC 1:2:4 1 Cement ': 2 Coarse sand : 4 stone aggregate 20mm nominal size

PCC 1:4:8 1 Cement : 4 Coarse sand : 8 stone asgregate 40mm nominal size.

(Rate to include cost of all labour. tools, tackles, equipment, hire charges, supply of all materials, shuttering, earthwork in excavation and backfilling using approved each in all condition etc with all works and sundry words )

Reinforced Cement Concrete

Providing and laying reinforced cement of grade M-25 with 2Omm and down grade crushed stone aggregate in all types of structures like foundations, pedestals. pedestal bases. pipe supports, sleepers, column, equipment foundation, cable trench inlcuding construction joints, bitumen painting on surface In contact with soil, supplying and fixing reinforcing steel, shutteñng, inserts, finishes etc. at all depths and heights complete as per drawings. specifications and direction of the Engineer-in-charge.

Rate to include cost of all labour. tools, tackles, equipment, hire charges, supply of all material such as minimum 43 grade cement including sulphate resistant cement for sub- structures, R/F steel, Inserts, bolts. conduits, bitumen, other minor constrcution materials shuttering, stanging, earthwork in excavation and backfilling using serviceable earth in all conditions shorting bailing and pumping out water, testing of concrete, curing etc. with all bye works and sundry works.

Brick Work

Providing brick work with brick class designation M-7.5 of IS 1077 in cm 1:4 (1 cement : 4 sand) in steps, walls, retaining walls and load bearing structures drains, or any shape with all lead, depths & height including curring, scaffolding, etc., as per specifications and drawings with all bye-works and direction of the Engineer-in-charge.

(Rate to include cost of all labour, tools, tackles, equipment. hire Charges, supply of all materials such as minimum 43 grade cement, bricks. finishes, Bitumen, other minor constrcution materials, shuttering, staging. masonry work, plastering, painting etc. with all bye-works and sundry works.)

Note: The quantites of individual item can varied as per site requirement The payment will be made as per actual certified measurement at site.

Laying of Brick layer/ Concrete

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)

Brick Layer for width of PE pipeline trench as per drawing (75 mm thk.)

Concrete for width of PE pipeline trench as per drawing (80 mm thk.)

Demolition of PCC work below plinth level

Demolishing plain cement concrete (PCC) work (taking all necessary safety precautions) of all depths below plinth level including supply of all tools & tackles. necessary scaffolding, propping, underpinning. etc disposal of unserviceable material outside the boundary limits keeping the owner indemnified of any liabilities from statutory/local bodies, all complete work as specified and directed

Excavation for foundation works

Excavation as per plan, upto 3 meters and upto any lead in all conditions. backfiling using serviceable earth and disposal of surplus and unserviceable earth. Soil to be levelled and neatly dressed complete in all respect as per scope of work, technical specification and directions of EIC.

Upto 3.0 Mtrs

Dismantling of RCC & cutting of reinforcement (Thickness above 3")

Structural Works

Providing and fixing Fencing Slruclure

Supplying, fabricating & fixing GI Wire fencing fabricated from GI wire confirming to IS: and GI weldmesh made from 3mm GI wire @ 70 mm bothways to structural steel frame by means of welding/boting, including applying two coats of approved quality of syntsetic enemal paints over a priming , coat of in aprove shade including supply of all raw.material bolts electrodes, transportation, including making pokets & pouring with PCC (1:2:4) in of block for fixing of posts etc including Y type angle and barbed wire (900 mm) complete as per enclosed drawing. technical specifications, scope of works and directions of the Engineer-In-Charge.

Fencing height 2.1m alongwith barbed wire of height atleast 900 mm on Y type angle.

Providing and fixing Fencing Gates

Supplying fabricating & fixing fencing gates fabricated from pipes conforming to IS:1161 and plates conforming to 1S:2062 & fixing of GI weldmesh made from 3mm GI wire @ 75 mm bothways to structural steel frame by means of welding/bolting, painting with enamel paint in approved shade inctuding supply of all raw materials, bolts. electrodes transportation etc complete as per enclosed sketch, technical specifications and directions of the Engineer-In-Charge.

4m Wide x 2.1m High

3m Wide x 2.1m High

1m Wide x 2.1m High

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.

By filling and pressurizing with nitrogen to a pressure or 2 bar(g) for a period of one monlh or part thereof

For 125 mm Pipeline

For 90 mm Pipeline

For 63 mm Pipeline

For 32 mm Pipellne

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.

By filling and pressurizing with nitrogen to a pressure or 2 bar(g) for a period of one monlh or part thereof

For 125 mm Pipeline

For 20 mm Pipeline

For 63 mm Pipeline

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

For 32 mm Pipeiine

Notes: i) The above length is not for a single section but for no. of sections. ii) All accessories ie; End caps and two nos tappings of 3/4 inches, PG to be considered per section and rate for the same shall be quoted by bidder under this item. iii) If month is partially complete. payment shall be made on prorata basis. iv) Scope includes pressure holdi