Laying of pipeline network, installation of transfer pump for Transmix Tank no. 07 and other associated works at BKPL, Allahabad

Amount

SERVICE ITEMS

MECHANICAL SERVICE

Above ground Piping for process pipeline Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets& fasteners from designated location within station premises ,transporting the same to site ,fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows equal and reducing outlet tees, concentric/ eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermo well setc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, inline instruments etc., welded and threaded pipeline of different pressure ratings, flushing pipes by water after cleaning by compressed air, cleaning by card board blasting, hydro static testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and disposal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC.

10.75" OD x 0.250"/ 0.365" APL 5L GR.B / X46 / X52 / X60 / X65 / X70 Pipe

8.625" OD x 0.250"/ 0.322" / 0.375" / 0.438" WT API 5L Gr.B/ASTM A106 / ASTM A 53 Gr. B Pipe

3.5" OD x 0.216" WT ASTM A 106 / ASTM A 53 Gr. B Pipe

2.375" OD x 0.218" WT ASTM A 106 / ASTM A 53 Gr. B Pipe2.375" OD x 0.218" WT ASTM A 106 / ASTM A 53 Gr. B Pipe

1.315" OD x 0.179" WT ASTM A 106 / ASTM A 53 Gr. B Pipe

INSTALLATION OF VALVES & EQUIPMENTS

COMMISSIONING CHARGE of trasnmix tank transfer pump(Flow: 25KL/Hr, Head : 60MCL)

Transfer Pumping Unit installation work

Y - Type Strainer-8"x8"-150# (Approx Weight = 0.5 MT : Installation: Taking delivery of equipments, shifting/transporting within station premises, placing on pre-constructed foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water, draining, checking, testing, dressing and making goodof the foundation and completing\ the work in all respects in accordancewith the relevant drawings, manufacturer's installation instruction,specifications and instructions of Site Engineer / EIC.

Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations at elevations specified in the drawings, including all inputs, labour, material and consumable(otherthan those specifically undertaken to be supplied by the owner)and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and specifications and instructions of site engg./EIC

(a) INSTALLATION OF 8"x ANSI 150# F/F API 6D Plug Valve

(b) INSTALLATION OF 8"x ANSI 150# F/F BS 1868 Swing Check Valve

(c) INSTALLATION OF 8"x ANSI 150# MOV F/F API 600 Gate Valve

(d) INSTALLATION OF 8"x ANSI 150# HOV F/F API 600 Gate Valve

(e) INSTALLATION OF 3"x ANSI 150# HOV F/F API 600 Gate Valve

(f) INSTALLATION OF 1"x ANSI 800# HOV W/W API 602 Gate Valve

(g) INSTALLATION OF 3"x ANSI 600# / 150# F/F BS 1868 Swing Check Valve

Underground piping for Process piping (with PU/Epoxy Coating):Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawing sand installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/ eccentric reducers, drain funnels, vent pipe and tapping for instrument such as pressure gauges, thermal relief valves, thermo well setc., underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., Cleaning exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges, equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease ,mill scales etc. and applying single layer poly urethane coating (PU) using 100% solvent free elastomeric polyurethane/ liquid epoxy, with approved materials, Equipment etc, holiday detection of the coating, cleaning of coated pipes by water flushing after cleaning by compressed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, backfilling, restoration of site final cleaning up and disposal of water and surpluses, providing all inputs such as labour, Note: Charges for applying SINGLE LAYER 100% SOLVENT FREE POLY URETHANE / HIGH BUILD SOLVENT FREE LIQUID EPOXY COATING for exposed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges, equipment and valves etc shall be paid under separate SOR Item.

8.625" OD x 0.322" / 0.375" / 0.438" WT ASTM A106 / ASTM A 53 Gr. B Pipe

3.5" OD x 0.216" WT ASTM A 106 / ASTM A 53 Gr. B Pipe

Radiographic Inspection: Inspection of welding by radiographic method on all types of Piping including processing of films and Interpreting the results of weld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the welds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all personnel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note’s) Payment will be on the basis of number of welds of the respective size radio graphed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document.ii) Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size.iii) For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size.iv) Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor's cost. In case where radiography is not possible) Verification by ultrasonic testing shall be done at contractors cost.vi) Magnetic particle inspection as and where required shall be done at Contractors cost.

(a) 10" NB Pipe Joints

(b) 8" NB Pipe Joints

(c) 4" NB Pipe Joints

(d) 3" NB Pipe Joints

Single Cut Joint: Cutting of portion of existing piping, trimming, grinding, beveling the edges, aligning without addition of spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the work in all respects as per specifications & instruction of the Site Engineer / EIC.

ELECTRICAL SERVICE WORK

CABLE TRENCH: Excavation in unpaved areas of earth in work sites for conventional cable trenches for a depth up to 1.5 meters including shoring, strutting etc. (if necessary), backfilling the trench, job complete in all respects, including all labour and materials complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge.

WBM ROAD / CONCRETE BREAKING : WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyke to original condition and disposing off excess materials (within the work site) job complete in all respects including the cost of labour, tools, materials, load, lift hire charges of equipments, if any, complete as per drawings, specification and directions of Site Engineer / Engineer-in-Charge

Cable Laying Laying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materials such as fixing clamps ,screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge.

(a) Power cables LT : OD upto 20 mm

(b) Control cables (T&I) : OD upto 20 mm

(c) Control cables (T&I) : OD above 20 mm and upto 30 mm

CIVIL SERVICE WORK

Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m (a) All kinds of soil.

Centering and shuttering including strutting, propping etc. and removal of form for all heights (a) Foundations, footings, bases of columns, etc. for mass concrete

Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.]

Demolishing brick work manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.] In cement mortar

Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per direction of the Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations.]

COMPOSITE WORK

INSTRUMENTATION COMPOSITE

Installation, testing and commissioning of Pressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and directions of Engineer in-charge/ Site engineer.

INSTALLATION OF FLOW SWITCHand testing of Flow switch. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site Engineer.

PD meter Installation and testing of Flow switch. This includes mounting of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site Engineer.

INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the already erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end (excluding the supply of cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc.

ELECTRICAL COMPOSITE

FLP/WP PUSH BUTTON STATION :Supply ,erection,testing and commissioning of FLP/WP push button(ON/OFF) control station of approved make with /without ammeter for the motor off control at field including connection and termination of copper control cable, fabricating, earthing the supporting structure, painting the same, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries including the cost of all labour,tools, materials etc. complete in every respect as per the specification and directions of the Site Engineer/Engineer-in-charge. (a) With Ammeter Note: All equipment under this category shall be suitable for location in zone-I gas group IIA & IIB (Temp. class T3) area with a separate terminal box for incoming cable and a separate terminal box for out going cable (where applicable), apart from separate enclosure for each equipment including control gear etc. in IP 65 cast aluminium LM-6 certified enclosure.

Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, load and lift charges, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge

Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable trenches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge

Mechanical Composite work

Painting: Above ground Piping

Zinc Ethyl Slicate Primer application in single coat of thicknes 65-75 micron as per paint manufacturere reccomondation and Surface cleaning upto SA 2 1/2 and surface roughness upto 40-50 micron. "Painting any Shade as directed by EIC with best quality High of ASIAN,BERGER or other equivalent approved make complete in all respects as directed by EIC of approved brand and manufacture."

High build epoxy MIO intermediate Paint application in single coat of thicknes 100micron as per paint manufacturere reccomondation. "Painting any Shade as directed by EIC with best quality High of ASIAN,BERGER or other equivalent approved make complete in all respects as directed by EIC of approved brand and manufacture."

Isocynate Aliphatic Poly Urathene (PU) Finish paint Paint application in two coat of thicknes 45-50 micron in each coat. "Painting any Shade as directed by EIC with best quality High of ASIAN,BERGER or other equivalent approved make complete in all respects as directed by EIC of approved brand and manufacture."

Single layer polyurethane Coating of underground piping: Cleaning exposed steel surfaces of piping, equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc. and Applying single layer polyurethane coating (PU) using 100% solvent free elastomeric polyurethane, with approved materials, labour, equipment etc. and completing the job in all respects as per specification and instructions of the Site Engineer /EIC.

Supplying, fabricating and fixing M.S structural steel work made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. for struts, chain link fencing posts as per drawing including gate, ladders, safety grills, walkways, Collapsible gate, signboards, supports for cable trench, making slots for barbed line, wire hoisting, placing in position, embedding in Concrete, applying two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of EPILUX 610 Primer of M/s Berger or any other approved equivalent make as per manufacturer #s recommendation, complete in all respect including cutting to required size welding of joints, fixing anchor plates, bolts, threading, nuts, washers, sleeves etc. and necessary lettering of approved pattern on main gate, signboards etc .complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Excluding the cost of concrete work).

CIVIL COMPOSITE WORKS

Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :

(a) 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size)

(b) 1:2:4(1cement:2coarsesand(Zone-III):4gradedstoneaggregate20mmnominal size)

Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level :

1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size)

CEMENT PLASTER (IN FINE SAND) :12 mm cement plaster of mix

(a) 1:4 (1 cement : 4 fine sand) Note : Rates for external plaster are for height up to 10m from ground level unless & otherwise stated.

Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer's recommendation/ specification and direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.)

Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in cement mortar 1:6 (1cement: 6 coarse sand) at all heights and depths laid to proper position line, level as per the drawings and specifications including providing necessary scaffolding, staging, raking out of joints, curing etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer

Supplying & providing Thermo-Mechanically Treated (TMT) HCR/CRS Fe 500D bars (reinforcement for reinforced cement concrete works) conforming to IS:1786 including initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, placing at any position, at any height & depth with proper size concrete cover block & supports, binding with 18 Gauge G.I. wire at each intersection, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles, transportation, loading, unloading etc. as per drawings, specifications and direction of the Engineer-in-Charge/ Site Engineer.

M/s S S Enterprises

PARWATI ENTERPRISES

PULSE ENGINEERING