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HINDUSTAN PETROLEUM CORPORATION LTD CONSTRUCTION OF FIRE WATER TANKS AT TALEGAON

SCOPE OF WORK PAGE: 1 of 36

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SCOPE OF WORK FOR

CONSTRUCTION OF 02 NOS. OF FIRE

WATER TANKS &

HEIGHT EXTENSION OF 02 NOS. OF EXISTING FIRE WATER TANKS AT

TALEGAON



SCOPE OF WORK AA: General

This document for Construction of Fire Water Tanks at Talegaon Depot Project i.e., Scope of Work covers minimum laid down requirement pertaining to complete design, selection of materials, preparation of drawings, detailed engineering and supply of materials, obtaining approvals from Engineer-in-charge/owner, transportation, storage at site, inspection, scheduling & monitoring, fabrication, installation, erection, testing, commissioning and establishing the required parameters to the satisfaction of HPCL Engineer-in-Charge etc., for the following works:

1) Two Nos. of above ground 11 M Diameter x 14 M Height Open Roof Tanks for Fire Water Storage. This job includes murrum pad civil foundation, design/ construction/testing/commissioning etc. of tanks to strict compliance of API 650 (Latest Edition) & this tender document.

2) Increasing the height of shell of 2 Nos. of existing Fire water tanks of 11.50 M Diameter from 7.50 M to 14 M.

3) Above ground internally cement coated piping work including the construction of

suitable pipe supports, manufacturing of bends (mitre) / other fittings etc., connecting the fire water tanks (mentioned in point no. 1 & 2 above) to fire water pumps and the fire water network wherever necessary to commission the tanks and entire fire water network system. This document covers piping work from 04 (FOUR) numbers of Fire Water Tanks till suction side of Fire Water pumps. The scope includes preparation of GAD and isometric for the piping work to be carried out by the contractor.

4) Transportation of Gate valves from HPCL warehouse to the site, alignment of

valves, fixing by bolting on pipe flanges, testing, painting and final commissioning of 150 class rated Gate Valves on tank nozzles connecting to fire water network lines and fixing of spiral wound gaskets as per specifications, and fixing of studs, bolts, nuts, washers as per technical specifications, drawings and direction of HPCL Engineer-in-Charge.

5) The scope of job also includes the preparation of the procedure for the height extension of 02 (TWO) Nos. of existing open roof Fire Water Tank nos. 9 & 10 and obtaining approval of the same from HPCL Engineer-in-Charge. The work shall be executed as per the HPCL approved procedure. Height extension of 02 (TWO) Nos. of existing open roof Fire Water tanks shall be strictly carried out by



Hydraulic Jack up method. The technical specifications for the height extension of fire water tanks (Tank nos. 9 & 10) shall be governed by the technical specifications for fabrication of tank nos. 11 & 12 i.e., “Specifications for A/G open roof tank fabrication”.

6) Firstly, the work front / site for the fire water tank no. 11 (11.00 M Diameter x 14.00 M Height) shall be handed over to the contractor. After the construction, testing & successful commissioning of tank no. 11, both the existing Fire Water Tank nos. 9 & 10 (11.50 M Diameter x 7.50 M Height) shall be handed over to contractor at the same time for carrying out height extension job. Tank no. 12 (11.00 M Diameter x 14.00 M Height) shall be constructed, tested & commissioned after the successful commissioning of tank no. 9 & 10. All the four tanks to be handed over to HPCL by the contractor with water filled in condition (water filled for hydrotesting).



SCOPE OF WORK FOR CIVIL WORKS FOR TANK

FOUNDATIONS

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The scope of work of General Civil works broadly shall include in this Tender Document:

• HPCL will hand over copy of soil investigations carried out to successful bidder to vet individually the SI report to enable them to design the murrum pad foundation as per this tender document.

• Preparation of Layout Plan on AutoCAD for proposed Tanks incorporating all the safety distances as it is available on site through survey work & marking the reduce levels of Tank pad level etc. and getting it verified by HPCL.

• Preparation of Constructional drawings of Tank Pad, Showing Plan & the Cross

sectional details like levels of Hard Strata, Ground level, Natural Ground Level, Bench Marks co-ordinates & levels for marking Tank Centre Lines complete i.e. Grid pillars in all respect as per the direction of HPCL’s Engineer-in-Charge.

• Staking and marking out the position of the proposed tanks to match the

proposed tank centre Northing & Easting Coordinates to permanent B.M as given in layout drawing of the site.

• Carrying out Grid levels on 5 X 5 Grid for the area of tankage.

• Excavation up to required depths to ensure removal of entire black cotton soils

for tank foundation and tree stumps/ building foundation etc., as per the recommendations of Soil investigation report for these tanks carried out by HPCL (A copy of this will be handed over to successful bidder). Verification of virgin strata received after removal of BC soil as per soil investigation Report through carrying out sample test through Soil Testing Laboratory. Hard strata obtained after the removal of entire black cotton soil shall be inspected and certified by HPCL approved Third Party Inspection Agency.

• Loading, transportation and Unloading of black cotton soils outside HPCL Plant

premises.



• Excavation of murrum at Borrow Pits outside Plant premises, loading, transportation, unloading, Carrying out filling of tank pads including spreading, watering, compacting with vibratory roller, testing and completion to specified slopes and grades. Top layer of murrum after compaction shall be inspected & certified by HPCL approved Third party inspection agency showing that proper compaction as per technical specifications is achieved. Rates quoted shall be inclusive of the royalty payment for the job.

• Providing Anti-corrosive layer below A/G tank bottoms.

• Providing RCC Apron & Toe beam for the tank pad areas beyond the tank

annular plate projections.

DETAILED SCOPE OF WORK FOR CONTRACTOR: It shall be the sole responsibility of contractor to perform the work to complete the Job within prescribed time frame as per tender document with complying all requirements of respective codes & technical specification of this tender documents & other Purchase Order requirement in true spirit as directed by HPCL’s Engineer-in- Charge. The given below is our best attempt to enumerate the scope of work for contractor for Murrum Pad Foundations for proposed Two A/G tanks at Talegaon Depot: 1. Preparation and obtaining approval for construction drawing basis required survey by total station to be done for as built adjacent facilities. The layout drawings and other drawings attached with this tender are just for guide line purpose only AFC (approved for construction) drawings have detailed engineering parameters like various ground levels, distances between existing facilities and proposed tanks, all relevant facilities existing and proposed will have coordinates that is northing & easting. Contractor to develop AFC drawing in AutoCAD and obtain HPCL’s approval on hard copy prior to commencement of work. 2. Staking out the location of tanks as per Co-ordinates indicated in the approved Layout Plan i.e. AFC drawings for construction vide point 1 above, through proper survey work with total station and fixing/construction of Grid pillars as directed by HPCL. 3. Survey with block leveling @ 5 m c/c co-ordinate wise in the area where tanks are proposed up to periphery of (Diameter + 3) m circle. 4. Earthwork in excavation in ordinary black cotton soils with manual or mechanical means up to a depth of 1 m to 1.5 m below the existing NGL or up to complete removal



of black cotton soil, whichever is earlier as per instructions of HPCL Engineer-in-Chage including removal of tree stumps and roots up to full extent / building foundation, payment of applicable royalties. The diameter of excavation at the bottom shall be (D+4) meters (Diameter of tank PLUS 4 m) to ensure proper consolidation of murrum till (D+3) m required area, job also includes refilling back 1 m radial differential area with BC soil. Any dewatering required to be done shall also be carried out by Contractor. The tanks ground level will be in proximity of adjacent road level. Contractor may face top layers of Asphalt Road/ PCC pathways/ Concrete area etc., so the rates quoted shall be inclusive of this. 5. The excavated Black cotton soils/ debris shall be dumped outside the HPCL premise complying all statutory regulations. No extra payment shall be made towards this disposal activity and same is deemed to be included in the quoted rates. Tree stumps, if any, shall be stacked separately. Dumping Yard identified by contractor shall be advised to HPCL with required No Objection Consent from Owner of Dumping Yard in writing including any statutory obligations on matter to ensure HPCL free from any binding on this regards. 6. Construction of Tank Pad foundations with approved quality murrum, (as per the Tech. Spec. given in this tender document) filling carried out with murrum brought from borrow pits outside Plant premises including excavation at Borrow pits, payment of all royalties, levies and taxes, making access at Borrow pits, loading at Borrow pit, transportation from Borrow pit to Plant premises including payment of all tolls and Right of way charges, if any; unloading at plant at designated filling site including making all approaches and access ways within the Plant premises, removal of vegetation and debris, spreading, leveling in loose thickness of 200 mm, watering including supply of water, compacting with vibratory roller / hand roller 10 T only, testing to obtain 95 % Standard proctor laboratory MDD & building/maintaining the records, finishing the surface to required slopes, levels and grades as per specifications, drawings and directions of HPCL. The quality of murrum shall be as per specifications given in this tender document. 7. Providing and laying 75 mm thick (compacted thickness) anti-corrosive layer under the tank bottom mixed with 80/100 grade bitumen (8 % to 10 % by volume) as per specifications including compacting/ramming with 2T Roller and hand rammers. Contractor to use HOT MIX PLANT outside the HPCL premise since OPEN FIRE PERMISSION FOR THIS PURPOSE WILL NOT BE GIVEN. 8. Design of M -25 Mix as per IS: 10262 (Latest edition), providing and laying 100 mm thick (finished thickness) RCC Apron with RCC Toe beam with reinforcement and shuttering as per Specifications over tank pad surface beyond tank bottom as per specifications including vibration and tamping and testing as per Specifications. This



job shall be executed after Successful completion of hydro testing of the respective tank pad as per instructions of HPCL Engineer-in-charge. 9. Co-ordination with Local Engineering College/Consultant, if any appointed by HPCL, for testing and any Site related activity. 10. Obtaining Hot/Cold Work permit from HPCL prior to commencement of Work on each day/shift as applicable. 11. Time is the essence of this contract. Monthly / weekly Execution Plans will be developed by Contractor in consultation with Engineer-in-Charge & execution of work as per these plans will be the sole responsibility of contractor. Scheduling & Monitoring of awarded work is the SOLE RESPONSIBILITY of contractor and the charges towards the same are deemed to be inclusive in the quoted rates. 12. Building, updating & maintaining records of works as directed by HPCL & as requirement of this tender for clearance of various Hold Points. 13. The work will be performed as per the instructions in standard inspection and test plan for civil works (ITP) in this tender document. This ITP can undergo revision at the sole discretion of HPCL Engineer-in-Charge to meet the ongoing practical scenario at the site while execution and to improve the quality of work. Job methodology will be prepared by the contractor for items as sought by HPCL for proper execution and quality of work. 14. Staking out of Work as per co-ordinates indicated in the Layout plan approved by HPCL through Total Station, providing requisite Grid Pillars at various points having sufficient stability in expansive soil to with stand the entire duration of work for proper execution & measurement of work as guided by HPCL Engineer-in-Charge. FOR ALL THE ITEMS COVERED HEREIN, THE SPECIFICATIONS OF THE MATERIALS SHALL BE AS PER RESPECTIVE SPECIFICATIONS / SECTIONS OF THIS TENDER DOCUMENT. B. SCOPE OF SUPPLY: 1. OWNER’S SCOPE OF SUPPLY: NIL 2. CONTRACTORS SCOPE OF SUPPLY: All the materials and consumables, tools and tackles, manpower and supervision required for satisfactory completion of the work shall be supplied by the Contractor.



WATER and POWER required for the works & Constructional activity and for items covered in the SOQ shall be supplied and arranged by the Contractor at his own cost. For the murrum brought from Borrow pits outside premises and excavated black cotton soil to be dumped outside HPCL premise. Necessary NOCs etc. should be taken by the contractor. C. MODE OF MEASUREMENT: Levels shall be taken before commencement of work and upon observing change in strata from Soil to Soft Rock. However, no additional payment shall be made for side slopes. Payment shall be restricted to the maximum extent of excavation of (D+3) m. Any extra excavation required to be carried out for preventing slipping of side slopes & for effective compaction till Tank Diameter + 3 M shall be carried out by the Contractor at his own cost. The depth of excavation shall be measured by levels as observed in the Site. Payment for murrum filling shall be made on the basis of volume of fill, after placement and compaction and achieving the grade and slope as per drawings. Any additional filling carried out or required as per site conditions/specification requirements for attaining the MDD/OMC requirements on slopes etc., will be carried out by Contractor and same are deemed to be included in quoted rates. No payment will be made by HPCL for such additional filling which is to be subsequently stripped. Payment for Reinforcement may be released by HPCL upon placement of RCC. Payment for Shuttering may be released after removal of shuttering. D. Preparation, Submission for Review and obtaining approval from HPCL for Detailed Quality Assurance System plans/procedures developed by contractor basis Standard Inspection & Test Plan, Scope of Work /SOQ /GTCC/SCC & other relevant codes. The same shall be reviewed/approved by HPCL prior to commencement of work. The required competent man power, machinery, tools, tackles & equipment etc., required to execute the work as per the Approved Quality Assurance Plan (QAP) shall be the responsibility of contractor. Due records will be maintained by contractor throughout the work period as per instructions of Engineer-in-Charge. It shall be the sole responsibility of the Contractor to get the AFC drawing, QAP & Job procedure approved from HPCL Engineer-in-Charge prior to commencement of work. 3.0 LIST OF SPECIFICATIONS: SL. NO TITLE OF SPECIFICATIONS 1.0 SPECIFICATIONS FOR CLASSIFICATIONS OF SOIL 2.0 SPECIFICATION FOR EARTH AND MURRUM



3.0 SPECIFICATIONS FOR TANK PAD 4.0 SPECIFICATIONS FOR RCC 4.0 DRAWINGS / DETAILS REQUIRED TO BE SUBMITTED BY THE CONTRACTOR TO HPCL FOR REVIEW AND APPROVAL: 1. The block levels @ 5 m c/c co-ordinate wise carrying the RLs from the BM pillars available inside Plant premises. This activity is to be carried out before commencement of excavation. These levels are to be plotted on graph sheet and shall be used for volume measurements for work carried out. Trapezoidal method shall be used. 2. An Inspection Test Plan covering the entire activities covered in this section shall be prepared by Contractor and submitted to HPCL for Review and approval prior to commencement of work. 3. After completion of the entire work, As-Built drawings in Soft copy (Only one CD) and Six Hard copies for all the tanks up to top of pad levels is to be separately prepared and submitted .



DETAILED SCOPE OF WORK FOR TANK FABRICATION: 1.1. Contractor’s Scope of Work: The scope of work for Contractor shall include the below mentioned but not limited to the same. The scope of work shall also include other items / works required to complete the work in all respects as per specifications, standards, drawings, IS codes / API Standards & instructions of HPCL whether specifically mentioned or not in the tender document. i) Design, Fabrication, Erection, Welding including preparation & obtaining approval from HPCL of Welding Procedure & Welder qualifications and welding all the joints in accordance to respective WPS, marking etc as per API 650 for the tanks and pipeline work as applicable and as given in Annexure 1 is completely in the Contractor’s Scope of Work. ii) PQR shall be performed for 2G & 3G both, and each for 10 mm thick plate using 6013 welding rod and 12 mm thick plate using 7018 welding rod. And for 6G for Pipeline job. iii) Each rectifier (welding machine) should be approved by Third Party Inspection Agency mentioning Sr. No. for Amperage rating, voltage etc. Calibration certificates of each machine should be submitted to HPCL. TPIA shall confirm the calibration validity and further calibration if advised by TPIA shall be arranged by contractor. Rates quoted shall be deemed to be inclusive of these expenses. iv) Contractor shall submit the welding rod storage and handling procedure for HPCL’s approval with manufacturer’s recommendations. v) Preparation of all detailed and working drawings including plate cutting diagrams, plate usage diagram for various components of above ground water storage tanks, Shell height extension of 02 (TWO) Nos. of fire water tanks & getting the same reviewed and approved by HPCL prior to commencement of work. No work will commence without approval on drawings by HPCL’s Engineer in Charge. vi) It shall be the responsibility of contractor to get each drawing approved by HPCL Engineer-in-Charge at least seven days prior to work commencement, with all the changes / rectifications as suggested / marked by HPCL. vii) Preparation, Submission for Review and obtaining approval from HPCL for Detailed Quality Assurance System plans/procedures developed by contractor basis Standard



Inspection & Test Plan furnished in this tender/Scope of work/SOR/GTCC/SCC/ Reference Procedures attached with this tender & other relevant codes. The same shall be reviewed / approved by HPCL prior to commencement of work. The required competent man power, machinery, tools, tackles, equipments, etc required to execute the work as per the Approved Quality assurance plan (QAP) shall be the responsibility of contractor. Due records will be maintained by contractor throughout the work period as per the instructions of Engineer-in- Charge. viii) Time is the essence of this contract. Monthly / weekly Execution Plans will be developed by Contractor in consultation with HPCL Engineer- in- Charge & execution of work as per these plans will be the sole responsibility of contractor. Scheduling & Monitoring of awarded work is the SOLE RESPONSIBILITY of contractor, in this regards rates quoted shall include following: 1. Kick off Meeting shall be planned by contractor at site within SEVEN DAYS from date of LOI. 2. Contractor shall submit DETAILED BAR CHART ACTIVITY WISE giving earliest & latest date with back up calculation of Man –Power, Machinery, Consumables, etc for HPCL’s approval. All the queries on matter suggested by HPCL will be complied on mutual discussion basis & Final Detailed Bar Chart will be made implemented within Fifteen days from date of LOI. 3. Contractor will depute his authorized nominee, Authorized on Hundred Rupees Stamp paper at site to take participation in weekly meeting & to sign the Records of Meeting. 4. Contractor will submit on daily basis Progress Report to be generated at site in E Form through E- Mail @ the address provided by HPCL giving all the details including valid reasons for delay if any vis-à-vis to commitment i.e. weekly plan /monthly plan /approved bar chart in prescribed format approved by HPCL for each and every activity. 5. Contractor to submit procurement plans for various items falling under their scope to supply under this tender along with Bar Chart.

ix) Contractor shall also carry out design calculations as per API 650 & other relevant codes for Shell, Bottom plates including annular sketch plate, wind girder, stability against wind & seismic movement, Brackets for Top Wind Girder /Platform etc., for both the Open roof Fire Water Tanks no. 11 & 12. Contractor shall also carry out the design calculations for shell height increment for the existing open roof water storage tank no: 09 & 10, as per API 650 Annexure A, considering the joint efficiency factor of 0.7 (Non-Radiographic) and submit the same to HPCL for approval. Ref. Annexure 1 for Tank



details. x) Procurement & Supply of materials & consumables as indicated in contractor’s scope of supply. xi) Loading, transportation and handling of all free issue materials from Owner’s stores to work site/ Contractor’s store and fabrication yard as applicable including supply of all necessary tools, tackles, transportation and handling equipments, etc. xii) Stripping/Removal of vegetation for fabrication yard at Site. xiii) Welding procedure & Welder qualification: 1. Welding Procedure Specifications for all the Weld Joints to be made in field for Bottom, Shell & Roof will be prepared by contractor as per QW-482 Suggested Format for WPS in ASME Sect. IX. (Sample Joint design QW 402 for various joint is attached in Tender Document). The same will be vetted/certified by HPCL approved Third Party like IRS, BV, TUV etc. The weld joints will be made in accordance to respective approved WPS only. 2. QW-483 i.e. Procedure Qualification records (PQR) as per ASME Sect IX to be performed in accordance to API 650 with required lab test on test piece in supervision of HPCL Engineer & approved Third Party like IRS,BV,TUV etc. PQR document duly vetted / certified by Third Party shall be submitted to HPCL. 2.1 PQR shall be performed for 2G & 3G both, and each for 10 mm thick plate using 6013 welding rod and 12mm thick plate using 7018 welding rod. 2.2 PQR shall be performed for 6G for pipeline job. 3. QW 484 ASME Sect. IX Welding Operator Performance Qualification will be conducted in presence of HPCL Engineer-in-Charge and HPCL approved Third Party Inspection Agency like IRS, BV, TUV etc. at site. After due testing of Test Piece like radiography etc., WPQ duly certified by Third party Inspection Agency will be submitted to HPCL for all proposed deployed welding operators. 4. Contractor shall submit proposed number of radiographs shots as per API 650 along with procedures for undertaking shots on the drawing i.e. operating with required due safety /Health/Environment precautions and Film review norms in accordance to API 650, ASME IX & respective other standards duly vetted by HPCL approved Third Party Inspection Agency to enable HPCL to direct for Shots.



5. FILMS will be reviewed & vetted by HPCL approved Third Party Inspection Agency. HPCL will witness the process randomly. xiv) Supply, Fabrication and erection of various shell appurtenances and nozzles. xv) SHELL ERECTION SHALL BE STRICTLY BY JACKING UP METHOD. Required Load Calculation shall be submitted & prior HPCL’s approval shall be taken. For safety reasons test certificate for fitness of equipments & accessories shall be submitted. Min. one Jack per Three Meter circumferentially shall be provided. After the removal of jacks, plates shall be made to its original thickness to the best satisfaction of HPCL Engineer in-charge. xvi) Supply, Fabrication and erection of Inlet and outlet troughs for Inlet and Outlet nozzles and other nozzles as per the approved drawings. xvii) Supply & fabrication of stairways, landing platforms, curb angle, structural supports for primary wind girders and fabrication of handrails and gratings. xviii) Supply, Fabrication & erection of Gauge for level indication of water in the tanks along with all associated accessories etc. xix) Supply, Fabrication & erection of earth connection as per respective IS code. xx) Radiography/DP/Diesel chalk/ Vacuum box test/ any other test on various components of tanks as per Specifications of this Tender document, requirements of API standard & instructions from HPCL Engineer-in-Charge. Additionally, all Horizontal and vertical Shell joints including extensions above the Maximum Design Liquid Level shall be Dye Penetrant Tested after Root Run and necessary repairs carried out as per the instructions of HPCL Engineer-in-Charge. All radiography Films shall be reviewed by a HPCL approved Third Party Inspection Agency. xxi) Carrying out hydrostatic/water fill up test in accordance to OISD 129/ Standard Specifications of this Tender, pneumatic, vacuum & other test as specified in code/ specifications & as per requirements of Engineer-in-Charge using contractor’s own equipment and keeping the records for the same. xxii) Supply of Power and Water required for the job shall be the responsibility of the Contractor & will be in his scope. HPCL will not give any connection from their existing electrical or Water supply system. Surplus water declared by HPCL in writing after Hydro test shall be disposed off by Contractor in an un-objectionable manner to HPCL & its neighbours. Illumination for the purpose of job shall be the



responsibility of contractor. Water can be taken from Indrayani River which is 02 KM away from Talegaon Booster Station at his (contractor’s) own time, risk and cost following all statutory rules / regulations / requirements for Hydro testing, First lift and other purposes. xxiii) Fire Water Tank nos. 9 & 10 (11.50 M Diameter x 7.50 M Height) for height extension shall be handed over to contractor in water filled condition. It shall be responsibility of the contractor to dispose the water of tank nos. 9 & 10 in an un-objectionable manner to HPCL & its neighbours. xxiv) Design of fire water tanks height increment (from 7.50 M to 14.00 M), Diameter 11.50 M, should be as per API-650, APPENDIX A, non-radiographic. xxv) Accomplishment of any other item of work required to make the Fire water storage tanks and related facility i.e., Pipeline etc ready for commissioning and as per instruction of Engineer-in- Charge. xxvi) Assistance to HPCL for commissioning of the Fire Water tanks and the entire fire hydrant network including supply of manpower, supervision, labour with all required tools and spares. This commissioning assistance shall extend up to 24 hrs beyond the commissioning of the Fire Water Tanks, Fire Water pump including Jockey pump and the related facility. xxvii) Supply of all equipment, machineries, tools, tackles etc, labour and supervision of all works at site. xxviii) Clean-up job at site for all surplus material, debris, scrap, construction equipment etc as per direction of Engineer-in-charge. xxix) Reconciliation of free issue steel / material and returning excess plates, pipes, off cuts and scrap as per direction of Engineer-in-charge. xxx) Supply of Power required for the job shall be the responsibility of the Contractor & will be in his scope. HPCL will not give any connection from their existing electrical system. xxxi) Contractor has to perform work with HOT/ COLD Permit in accordance to OISD 105 and HPCL operational requirements as detailed in clause no. (iv) of time schedule. Complying & meeting all the safety rules & regulations as per standards & instructions of Engineer-in-Charge will be the sole responsibility of contractor. xxxii) Supply of all required materials, supplying and providing Single / Double



scaffolding wherever required, Carrying out copper slag blasting and surface preparation, primer and finish painting as per tender specs. xxxiii) Quoted rates for work to include deployment of Qualified Quality Control Engineer(s) at site as per Annexure I right from starting date whose responsibility is to prepare all the Quality control records as sought in PO, keeping and maintenance of all the Codes required as per the job, relevant to work, relevant codes, and other requirements to ensure full compliance on quality during execution as guided by HPCL. The suggested formats for QC records for Civil Foundation & Tankage work attached with this tender. The QC deployed by the contractor found incompetent by HPCL at any stage of the project, will be replaced by the contractor of requisite competency. The rates quoted are deemed to be inclusive of this. xxxiv) The work will be performed as outlined in Standard Inspection Test Plan for Tank Fabrication(ITP) in the tender document/ developed by contractor basis this Tender document duly approved by HPCL. This ITP can undergo revision at the sole discretion of HPCL Engineer-in-Charge to meet the ongoing practical scenario at site while execution and to improve the quality of work. Job Methodology for each and every job will be prepared by contractor for items as sought by HPCL for proper execution & quality of Work. xxxv) Material handling arrangement i.e. MS Plate, pipes, Sand, Sand asphalt mix movement etc at site has to be properly & effectively designed by contractor. The same shall be got approved from HPCL prior to work commencement. The rates quoted shall be inclusive of this. xxxvi) It shall be the responsibility of the contractor to conduct the vaccum box test for the bottom plates, sketch plates and annular plates of the fire water tank nos. 9 & 10. xxxvii) It shall be the responsibility of the contractor to measure the thickness of the bottom, sketch and annular plates of the fire water tank nos. 9 & 10, as per OISD 129. SCOPE OF SUPPLY:

2.1 OWNER’S SCOPE OF SUPPLY 2.1.1 Subject to the provisions mentioned elsewhere in the tender document, HPCL will issue the following materials free of charge from Stores at Site a) Steel plates IS- 2062 of regular width & Length required only for the following components of the tanks:



- Bottom: Annular Ring & Sketch plates - Shell - Shell extension of fire water tanks with gussets, cleats, stiffeners. - Reinforcing pads for all shell openings and manholes. - Top wind girder including extensions for stairways and plate stiffeners as applicable. -Secondary wind girder including plate gussets/ plate stiffeners. -Tertiary wind girders including plate gussets/ plate stiffeners. 2.1.2) SCRAP/CUTTING ALLOWANCES FOR OWNER’S FREE ISSUE MATERIALS: The Steel plates will be issued by HPCL to the Contractor on Theoretical weight basis. At the end of the work, Reconciliation shall be also done on theoretical weight basis only. A Tabulated statement showing the size wise plates issued and Total consumption will be prepared as per instructions of HPCL Engineer-in-Charge. Based on the Total consumption in MT as a sum of individual size wise consumption for a particular site, generation of maximum 2.7% Returnable accountable scrap is allowed. The Returnable Accountable scrap includes offcuts and plates smaller than 2400 mm perimeter. Offcut plates shall be of minimum perimeter 2400 mm generated as per approved cutting Schedules. Plates smaller than 2400 mm in perimeter are also classified under Returnable Accountable Scrap. On an overall basis, the generation of accountable scrap shall be limited to 2.7% of total net consumption taken as a sum of net consumption for various sizes. However, the Contractor shall make all efforts at the time of preparation of Drawings/ BOQ to limit the generation of Returnable Accountable Scrap to a minimum, preferably less than 2.7 %. It will be the responsibility of the Contractor to load, transport the accountable scrap, and weigh at weighbridge including payment of weighbridge charges, return to HPCL Premises, Unloading and handing over to HPCL at their Storeyard / scrap yard as per instructions of HPCL Engineer-in-Charge. Apart from Accountable Scrap, the Contractor shall be allowed a maximum of 0.30 % of Burnout Losses.

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In case, the actual generation of Returnable Accountable scrap on overall basis is higher than 2.7 % or burnout losses being greater than 0.30 % of Overall consumption (Theoretical tonnage), then HPCL shall effect recovery @ Rs. 60,000/- per MT for excess scrap generation and/or burnout loss. It shall be therefore the sole responsibility of the Contractor to plan the cutting schedule to control his scrap generation within above limits. 2.2 CONTRACTOR’S SCOPE OF SUPPLY: The procurement and supply in sequence and at the appropriate time of all materials and consumables including structural steel (Plates, Pipes & sections) required for completion of works as per drawings, specifications and standards except the materials specifically listed in Cl. No. 2.1 above shall entirely be the contractor’s responsibility. The items to be supplied by the contractor are in general but not limited to following: A) All steel plates & pipes required for the components other than those listed in Cl. no. 2.1.1. Rates quoted shall be inclusive of provision of nut, bolts, washer, gasket, split pin wherever required as per HPCL approved drawings and guided by HPCL Engineer-in-Charge as per ANSI / ASME B 31.4 / API 650 codes. Construction drawing to be prepared by contractor shall include such details. B) All consumables such as electrodes, filler wires, acetylene, grease, oil, gases, electricity etc. C) All structural steel sections wherever required for curb angles, Top wind girders Supports / stiffeners / extensions for stairways, Top wind girder bracings, Secondary wind girders, supports for spiral stairways, landings, platforms, handrails, Inlet and Outlet Nozzle Troughs, Gratings (which may be fabricated by the Contractor at a workshop/ factory outside HPCL premises), stiffeners for Shell extension and supports for top platform etc. D) All seamless pipes for nozzle necks 400 mm NB and below, internal pipes, Nozzle necks for openings more than 200 mm, Materials for Inlet/ Outlet Nozzle troughs, drain etc. E) All pipe fittings, valves, flanges, matching flanges and blind covers wherever specified for all nozzles as per HPCL approved drawings. F) Bolts, nuts and gaskets for shell manholes, nozzles with blind cover/matching flange and other structural works required for pipe pedestals, above ground tanks.



G) Internal Bolts & Gaskets. M) Radiographic Films & all the required consumables for NDT. N) Earth connections, support cleats for pipes, structures & cables. O) Any Blind flanges, valves, nipples, plugs, bolts, nuts, gaskets, etc required for conducting hydrostatic testing, pneumatic testing and any other test required by HPCL. P) All primer materials and painting materials, scaffolding, copper slag and related equipment for Surface preparation & Painting. Q) Aluminium structural angles etc. of water level indication gauge for all the four tanks.

R) Strapping tapes & accessories for calibration. Note: While every effort has been made to list all the supply items, it shall be the sole responsibility of the Contractor to review the list and seek clarifications, if any at the time of Unpriced Bid itself. HPCL undertakes to provide only Free Issue Steel plates for Fabrication and all the other items shall be supplied by the Contractor only. No claims/ disputes by the Bidder/ Contractor shall be entertained by HPCL at a later date. 3.0 DOCUMENTS / FABRICATION DRAWING DETAILS The Contractor shall submit the detail fabrication drawings/ documents in the following sequence: 1. Drawing Index 2. General arrangement drawing of tank showing design data, basic dimensions, thickness, nozzle & internal parts. 3. Bottom and annular ring layout. 4. Shell plate layout showing location of nozzles & their distances from weld seams. 5. Nozzle orientation on shell. 6. Details of wind girders. 7. Details of Spiral stairway.



8. Any design calculations as per the PO requirement. 9. Details of shell nozzles. 10. Orientation of shell nozzles. 11. Details of tank internals like still wells, roof stoppers, stiffeners etc. 12. Plate cutting and pipe usage diagram for Free Issue Steel Plates & pipes along with indicating anticipated theoretical scrap i.e. Burn oil losses & Accountable losses. 13. Material test certificate for each and every item supplied by Contractor. 14. Welding procedures & welders qualification reports duly approved by TPIA. 15. Radiography tests duly approved by TPIA. 16. Final Inspection certificate and Hydrostatic test report. 20. As-Built drawing 06 Nos. showing details as listed in Sr. No. 1 to 12 above in HARD as well as SOFT COPIES. 4.0 MANDATORY SPARES OVER AND ABOVE THE QUANTITY CONSUMED IN TESTING AND /OR INSTALLED AFTER TESTING, CONTRACTOR SHALL SUPPLY FOLLOWING SPARES, WHICH SHALL BE HANDED OVER TO OWNER: a) 10% FASTENERS WITH MINIMUM OF 2 NOS. b) 2 SETS OF GASKETS FOR EACH SHELL AND ROOF NOZZLE REQUIRED FOR BLIND FLANGE/COVER/MATCHING FLANGE AND FOR SHELL/ROOF NOZZLE FLANGES. �

5.0 MINIMUM INSTRUMENTS TO BE PROVIDED FOR INSPECTION BY CONTRACTOR:-

a) Profilemeter b) Digital Elcometer c) Strapping tape d) Dumpy level e) Apparatus for vacuum test



f) Apparatus for pontoon test pneumatic testing. g) Pressure gauge for hydrostatic testing of SUMP. h) Plumb. i) Spirit Level. j) Vernier calipers/UTS.

Calibration certificates of all the instruments should be provided before actual testing to HPCL. Any other instrument required / demanded by HPCL or TPIA for testing / inspection has to be provided by the contractor. Rates quoted are deemed to be inclusive of these. �

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ANNEXURE- I

PROPOSED TANKAGE WORK DETAILS:

TANK

NO

ROOF TYPE

Diameter

(in Meters)

Height

(in Meters)

09

10

11

12

OPEN ROOF TYPE FIRE

WATER TANK ( HT

INCREMENT)

OPEN ROOF TYPE FIRE

WATER TANK ( HT.

INCREMENT)

OPEN ROOF FIRE WATER

TANK

OPEN ROOF FIRE WATER

TANK

11.50

11.50

11.00

11.00

To be increased from

7.50 M to 14 M.

To be increased from

7.50 M to 14 M.

14.00

14.00

NOTE:

1. Procedures to be submitted shall be as per the tender document / scope of

work / technical specifications / reference procedures attached with this

tender.

2. For all the items covered herein, the specifications of the materials shall be

as per respective specification/sections of this tender document.

3. The Review/ approval of design by HPCL shall not absolve Contractor

from the responsibility of PO specifications and terms and conditions. It



shall be the sole responsibility of the Contractor to ensure compliance of

PO terms and conditions in toto.

4. WORK SHALL BE DONE ONLY AS PER THE HPCL APPROVED

DRAWINGS / DESIGN Calculations.

5. All the drawings / designs should be submitted atleast 20 days prior to the

scheduled actual work for approval to HPCL.

6. DP test shall be carried out for the shell joints above the maximum design

liquid level.

7. All the materials to be used by the party should be as per spec and testing

(mfg.) certificates for the items to be submitted with the HPCL (LIKE

STRUCTURAL STEEL, FLANGES, PAINT etc).

8. Party to adhere all the safety procedures as per the refinery/ Depot/

Booster Station terms like Proper work permit, PPE (LIKE HELMET,

GLOVES, SAFETY SHOES, MASK FOR PERSON DOING CU SLAG

BLASTING).

9. Following documents should be submitted without reminders:

a) DPR (daily progress report).

b) WEEKLY PROGRAMME ( ACCORDING TO BARCHART)

c) WEEKLY PROGRESS REPORT VIS-À-VIS BARCHART AND WEEKLY

PROGRAMME AND WEEKLY MOMs.

d) MONTHLY PROGRAMME AND MONTHLY PROGRESS REPORT VIS-

À-VIS BAR CHART.



10. Party to submit the name of person along with role at site on Hundred

Rupees Stamp paper of his (party’s) person authorized to sign all the

documents with HPCL and weekly MOMs.



ANNEXURE- I

1. Atleast one Quality control (Mechanical) Engineer.

2. Atleast one Quality control (civil) Engineer.

i.e.

Sr. No. QC Engineer No. of Engineers

1 Mechanical 01 no.

2 Civil 01 no.

DUTIES OF QC ENGINEER:

• Review of all designs and drawings, and submitting it to HPCL for

Approval.

• Maintaining all the documents and records.

• Maintaining all the required codes & purchase order.

• Maintaining all the inspection & test plans (ITPs).

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SCOPE OF WORK FOR

PIPING WORKS �

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SCOPE OF WORK FOR HYDRANT PIPING AT TALEGAON DEPOT

1.0 GENERAL SCOPE OF WORK: This tender covers in general the following:

a) Laying of internally cement coated 16” & 14” diameter pipes along with mitre bends above ground as well as underground.

b) Carrying out internal cement coating of 16” & 14” diameter fire water pipelines including bends, Tees, reducers, etc.

c) General civil works as per the SOR & Technical specifications. d) Supply of items as per the SOR and Scope of work.

This scope of work shall be read in conjunction with Schedule of Quantities/ Special Conditions of Contract / General Terms and conditions / Technical Specification enclosed along with this tender document. 2.0 DETAILED SCOPE OF WORK:

a) Fabrication, laying and welding of fire hydrant pipeline network using internally cement coated pipelines for connecting the fire water tank nos. 9, 10, 11 & 12 with the fire water network in Talegaon Depot Project. This job shall be carried out with utmost care to ensure that fire hydrant system is affected minimally during connection of existing pipeline with the new lines. If need be the job to be done/executed in section wise so that hydrants system remain live and useful in case of any eventuality at all times. All fire hydrant pipeline joints shall be done with 150 mm wide plate / pipe collar joints. Collar shall be minimum 8 mm thick which is to be supplied and fabricated by the contractor only. Job to include fabrication and welding of pad plates made out of same piping material at the supports. Pad plates shall be 300 mm long and wide enough to cover 120 degree of pipe at the bottom near the support placed centrally. b) Copper slag blasting and painting of fire water pipeline as per

specification.

c) Fixing of HPCL supplied segregation valves, flanges, blinds etc.



d) Supply and fabrication of valve platforms and cross over platforms using structural steel and MS gratings as per instructions of HPCL.

e) Quoted rates for work to include deployment of Qualified Quality Control

Engineer at site right from starting date whose responsibility is to prepare all the Quality control records as sought in ITP of PO, relevant to work, relevant IS codes, ASME codes, API Standards and other requirements to ensure full compliance on quality during execution. QC Engineer will co-ordinate between Contractor and HPCL for execution of job as per various drawings provided by HPCL like GAD, P&ID & Isometric drawings. It will be his responsibility to prepare all scheduling records as per PO and submit the same to HPCL timely.

f) Successful bidder shall be provided with soil investigation report

conducted by HPCL for their tankage works to enable contractor to comprehend the sub-soil strata. If needs the contractor shall conduct required soil investigation at his cost to satisfy himself for Pipe Support RCC etc.

g) Construction, provision of RCC pipe support pedestals for Hydrant Piping

as per relevant codes and approved drawings provided by HPCL. Pipe route shall be provided by HPCL.

h) External Coating of underground pipelines as per specifications.

i) Setting out of works for various above enumerated works.

j) Obtaining hot/cold work permits from HPCL authorities on daily basis

before start of work.

k) Assistance to HPCL for commissioning of pipelines including supply of required manpower, supervision, with all required tools and spares. This commissioning assistance shall extend up to 24 hours beyond completion of first pump-in of product in to the pipelines.

l) Clean-up job at site for all surplus materials, debris, scrap, construction

equipment etc., as per directions of HPCL.

m) Reconciliation of free issue material of HPCL.

n) The rates quoted shall be deemed to include working in monsoon period which includes execution of work in rain affected area. Contractor to make all



approach roads in such scenario for movement of manpower, machinery and materials.

o) Carrying out internal cement coating of fire water pipelines including

bends, Tees, reducers, etc. as per enclosed Technical Specifications. Job includes transportation of pipes & fittings from HPCL TALEGAON site to the place of coating and bringing them back. Contractor to funish Indemnity Bond as per the enclosed Proforma to HPCL prior to taking out the bare pipe material for carrying out internal cement lining out of HPCL’s premises.

2.0 SCOPE OF SUPPLY 2.1.1 Owner Scope of Supply Owner’s scope of supply will be limited to list of free issues materials to be supplied by HPCL for piping works as mentioned below:

a) ERW pipes of 14” & 16”. b) Gate Valves of 16”, 3”, 10”, 14”. c) Blind Flanges of 16” & 3” and SORF flanges of 16”, 14” & 10”.

2.1.2 Materials to be supplied by Contractor Contractor shall supply all materials, consumables, non-consumables required for satisfactory completion of the job in entirety as per the bill of quantities. Supply of Power and Water required for the job shall be the responsibility of the Contractor & will be in his scope. HPCL will not give any connection from their existing electrical or Water supply system. Surplus water declared by HPCL in writing after Hydro test shall be disposed off by Contractor in an un-objectionable manner to HPCL & its neighbours. Illumination for the purpose of job shall be the responsibility of contractor. Water can be taken from Indrayani River which is 02 KM away from Talegaon Booster Station at his (contractor’s) own time, risk and cost following all statutory rules/regulations/requirements. Tools, tackles, survey equipment, digital elcometer for checking paint thickness, pressure gauges for hydrotest, pressure testing pump and any other equipment to complete the job in totality will have to be arranged by the contractor at his own cost. HPCL will not provide the same. 3.0 DOCUMENTS / DRAWINGS



Upon satisfactory completion of job, contractor shall arrange to submit as built drawings for all the pipelines laid showing the general arrangement drawing and isometric drawing, structures built in soft copy (On CD) and six hard copies at no extra cost to HPCL. Rates quoted shall be inclusive of the same.



Specification for Health Safety and Environment 1.0 SCOPE This specification establishes the Health, Safety and Environment (HSE) management requirement to be complied with by the Contractors during construction. Requirements stipulated in this specification shall supplement the requirements of HSE Management given in relevant Act (s) / legislations. General Conditions of Contract (GCC), Special Conditions of Contract (SCC) and Job Specifications. Where different documents stipulate different requirements, the most stringent shall be adopted. 2.0 REFERENCE This document should be read in conjunction with following: - General Conditions of Contract (GCC). - Special Conditions of Contract (SCC). - Technical Specifications. - Relevant IS Codes (refer Annexure – II). 3.0 REQUIREMENTS OF HEALTH, SAFETY & ENVIRONMENT (HSE) MANAGEMENT SYSTEM TO BE COMPLIED BY BIDDERS 3.1 MANAGEMENT RESPONSIBILITY 3.1.1 The Contractor should have a documented HSE policy to cover commitment of their organization to ensure health, safety and environment aspects in their line of operations. 3.1.2 The HSE management system of the Contractor shall cover the HSE requirements including but not limited to what is specified under Para 1.0 and para 2.0 above. 3.1.3 Contractor shall be fully responsible for planning and implementing HSE requirements. Contractor as a minimum requirement shall designate/deploy the following to co-ordinate the above: No. of workers deployed



Up to 250 - Designate one safety supervisor Above 250 & up to 500 - Deploy one qualified and experienced

safety Engineer / officer. Above 500 - One additional safety engineer/officer as

above (For every 500 or less) Contractor shall indemnify & hold harmless HPCL & either representative free from any and all liabilities arising out of non –fulfillment of HSE requirements. 3.1.4 The Contractor shall ensure that the Health, Safety and Environment (HSE) requirements are clearly understood & faithfully implemented at all levels at site. 3.1.5 The Contractor shall promote and develop consciousness for Health, Safety and Environment among all personnel working for the Contractor. Regular awareness programmes and fabrication shop / work site meetings shall be arranged on HSE activities to cover hazards involved in various operations during construction. 3.1.6 Arrange suitable first aid measures such as First Aid Box, trained personnel to give First Aid, Stand by Ambulance or Vehicle and install fire protection measures such as adequate number of steel buckets with sand and water and adequate fire extinguishers to the satisfaction of HPCL. 3.1.7 The Contractor shall evolve a comprehensive planned and documented system for implementation and monitoring of the HSE requirements. This shall be submitted to HPCL for approval. The monitoring for implementation shall be done by regular inspections and compliance to the observations thereof. The Contractor shall get similar HSE requirements implemented at his sub-contractor(s) work site / office. However, compliance of HSE requirements shall be the sole responsibility of the Contractor. Any review / approval by HPCL shall not absolve contractor of his responsibility / liability in relation to all HSE requirements. 3.1.8 Non-Conformance on HSE by Contractor (including his Sub-contractors) as brought out during review/audit by HPCL representatives shall be resolved forthwith by Contractor. Compliance report shall be provided to HPCL. 3.1.9 The Contractor shall ensure participation of his Resident Engineer / Site-in-Charge in the Safety Committee / HSE Committees meetings arranged by HPCL.



The compliance of any observations shall be arranged urgently. He shall assist HPCL to achieve the targets set by them on HSE during the project implementation. 3.1.10 The Contractor shall adhere consistently to all provisions of HSE requirements. In case of non-compliance or continuous failure in implementation of any of HSE provisions; HPCL may impose stoppage of work without any Cost & Time implication. The decision of imposing stoppage work and its extent shall rest with HPCL & will be binding on the Contractor. 3.1.11 All fatal accidents and other personnel accidents shall be investigated by a team of Contractor’s senior personnel for root cause & recommend corrective and preventive actions. Findings shall be documented and suitable actions taken to avoid recurrences shall be communicated to HPCL. HPCL shall have the liberty to independently investigate such occurrences and Contractor shall extend all necessary help and cooperation in this regard. 3.2 HOUSE KEEPING 3.2.1 Contractor shall ensure that a high degree of housekeeping is maintained and shall ensure inter-alia the followings:

a. All surplus earth and debris are removed/disposed off from the working areas to identified location(s).

b. Unused/Surplus Cables, Steel items and steel scrap lying scattered at different places within the working areas are removed to identified location(s).

c. All wooden scrap, empty wooden cable drums and other combustible packing materials, shall be removed from work place to identified location(s).

d. Roads shall be kept clear and materials like: pipes, steel, sand boulders, concrete, chips and bricks etc. shall not be allowed on the roads to obstruct free movement of men & machineries.

e. Fabricated steel structural, pipes & piping materials shall be stacked properly for erection.

f. Water logging on roads shall not be allowed. g. No parking of trucks / trolleys, cranes and trailers etc. shall be allowed on

roads which may obstruct the traffic movement. h. Utmost care shall be taken to ensure over all cleanliness and proper

upkeep of the working areas. i. Trucks carrying sand, earth and pulverized materials etc. shall be covered

while moving within the plane area.



3.3 HEALTH, SAFETY AND ENVIRONMENT 3.3.1 The Contractor shall provide safe means of access to any working place including provisions of suitable and sufficient scaffolding at various stages during all operations of the work for the safety of his workmen, and, HPCL. Contractor shall ensure deployment of appropriate equipment and appliances for adequate safety and health of the workmen and protection of surrounding areas. 3.3.2 The Contractor shall ensure that all their staff and workers including their sub-contractor(s) shall wear Safety Helmet and Safety shoes. Contractor shall also ensure use of safety belt, protective goggles, gloves etc. by the personnel as per job requirements. All these gadgets shall conform to relevant IS specifications or equivalent. 3.3.3 Contractor shall ensure that a proper Safety Net System shall be used at appropriate locations. The safety net shall be located not more than 30 feet (9.0 meters) below the working surface at site to arrest or to reduce the consequences of a possible fall of persons working at different heights. 3.3.4 Contractor shall ensure that flash back arrester shall be used while using Gas Cylinders at site. Cylinders shall be mounted on trolleys. 3.3.5 The Contractor shall assign to his workmen, tasks commensurate with their qualification, experience and state of health for driving of vehicles, handling and erection of materials and equipments. All lifting equipments shall be tested certified for its capacity before use. Adequate and suitable lighting at every work place and approach thereto, shall be provided by the Contractor before starting the actual operations at night. 3.3.6 Hazardous and/or toxic materials such as solvent coating or thinners shall be stored in appropriate containers. 3.3.7 All hazardous materials shall be labeled with the name of the materials, the hazards associated with its use and necessary precautions to be taken. 3.3.8 Contractor shall ensure that during the performance of the work, all hazards to be health of personnel have been identified, assessed and eliminated. 3.3.9 Chemical spills shall be contained & cleaned up immediately to prevent further contamination.



3.3.10 All personnel exposed to physical agents such as ionizing radiation, ultraviolet rays or similar other physical agents shall be provided with adequate shielding or protection commensurate with the type of exposure involved. 3.3.11 Where contact or exposure of hazardous materials could exceed limits or could otherwise have harmful affects, appropriate personal protective equipments such as gloves, goggles, aprons, chemical resistant clothing and respirator shall be used. - A Creche where 10 or more female workers are having children below the age of 6 years. - Reasonable Canteen facilities are made available at appropriate location depending upon site conditions. 3.3.13 Suitable facilities for toilet, drinking water, proper lighting shall be provided at site and labour camps, commensurate with applicable Laws / Legislation. 3.3.14 Contractor shall ensure storage and utilization methodology of materials that are not detrimental to t he environment. Where required, Contractor shall ensure that only the environment friendly materials are selected. 3.3.15 All persons deployed at site shall be knowledgeable of and comply with the environmental laws, rules & regulations relating to the hazardous materials substances and wastes. Contractor shall not dump, release or otherwise discharge or disposes off any such materials without the express authorization of HPCL. 4.0 DETAILS OF HSE MANAGEMENT SYSTEM BY CONTRACTOR 4.1 On Award of Contract The Contractor shall prior to start of work submit his Health, Safety and Environment Manual or procedure and HSE Plans for approval by HPCL. The Contractor shall participate in the pre-start meeting with HPCL to finalise HSE Plans including the following:

- Job procedure to be followed by Contractor for activities covering.

Handling of equipment, Scaffolding, Electric Installation, describing the risks involved actions to be taken and methodology for monitoring each activity.

- HPCL review / audit requirement.



- Organization structure along with responsibility and authority records /reports etc. on HSE activities.

4.2 During job execution 4.2.1 Implement approved Health, Safety and Environment management procedure including but not limited to as brought out under para 3.0. Contractor shall also ensure to:

- arrange workmen compensation insurance, registration under ESI Act, third party liability insurance etc., as applicable.

- arrange all HSE permits before start of activities (as applicable) like hot

work, confined space, work at heights, storage of chemical / explosive materials and its use and implement all precautions mentioned therein.

- submit timely the completed checklist on HSE activities, Monthly HSE

report, accident reports, investigation reports etc. as per HPCL requirements. Compliance of instructions on HSE shall be done by Contractor and informed urgently to HPCL.

- ensure that Resident Engineer / Site-in-Charge of the Contractor shall

attend all the Safety Committee / HSE meetings arranged by HPCL. Only in case of his absence from site that a second senior most person shall be nominated by him in advance and communicated to HPCL.

- display at site office and work locations caution boards, list of hospitals,

emergency services available. - provide posters, banners for safe working to promote safety

consciousness. - carry out audits / inspection at sub contractor works as per approved

HSE document and submit the reports for HPCL/Owner review. - assist in HSE audits by HPCL, and submit compliance report. - generate & submit HSE records / report as per HSE Plan. - appraise HPCL on HSE activities at site.



ANNEXURE – II RELEVANT IS – CODES FOR PERSONAL PROTECTION IS: 2925 – 1984 Industrial Safety Helmets IS: 4770 – 1968 Rubber gloves for electrical purposes. IS: 6994 - 1973 (Part I) Industrial Safety Gloves (Leather & Cotton Gloves) IS: 1989 - 1986 (Part I & III) Leather safety boots and shoes IS: 3738 – 1975 Rubber knee boots. IS: 5557 – 1969 Industrial and Safety rubber knee boots. IS: 6519 – 1971 Code of practice for selections, care and repair of Safety footwear. IS: 11226 – 1985 Leather Safety footwear having direct moulding Sole. IS: 5983 – 1978 Eye protectors IS: 9167 – 1979 Ear protectors

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