DYKE AND ROAD WORKS AT JAIPUR TERMINAL

Area grading upto 3m — arth cutting in areas specified by engineer-in-charge upto 3m depth. Scope of job includes cutting, levelling of existing surface in uding carting of earth from mounds, and undulations etc. To low lying areas, spreading and compaction etc. Complete. The finished su ace shall be level with no undulations or depressions. The maximum height of cutting will be 3 meter. Scope includes filling of soil vailable from earth cutting in other low laying areas inside HPCL premises with compaction in layers using rollers to get 95% compac on, including cost of all labour, tools, equipment, hire charges, transportation, testing, watering, rolling each layer with 8 tonne o 10 tonne vibro-roller in open area and by 1 tonne to 2 tonne roller or wooden or steel rammer in confined area, and dressing/filli up ground depressions etc. complete in all respect as per scope of work, detailed construction drawings, as per technical specifica ons and directions of the engineer-in-charge. Payment shall be made for net volume of compacted earth as per levels recorded jointly Compaction test shall be carried out by bidder at no extra cost. Scope of job does not include supply of earth.Transporting surplus nserviceable soil at an unobjectionable place inside/outside the HPCL premises as per the advise of HPCL EIC and spreading in layers nd as per Specifications and direction of Engineer. All the cost of complete arrangement of vehicle(s), machinery, manpower, tools & ackles etc. which are required to execute the job in complete aspects- shall be borne by the contractor. The scope also includes com ete payment of royalties, other statutory fees (if any) & dump yard charges (if any) required to execute the job. Contractor’s quote rates should include the royalty fees on different applicable items as per the prevailing state government rates. The quoted rates s ll be inclusive of all necessary application and royalty amount. No separate payment shall be made to contractor on account of the s e. Contractor also need to comply all statutory norms which are required for executing the job. For quantity of soil backfilled/dump inside the HPCL premises and cases where royalty is not applicable, benefit shall be passed on to HPCL. Rate of royalty in such cas shall be established based on prevailing royalty rate in the area. Any increase in prevailing rate of royalty shall be borne by the ontractor at no extra cost to the owner. In addition to above, job also includes various miscellaneous excavation(s) which are requi d for gradient/slope formation at the area. The job to be executed as per attached technical specifications, job procedures etc. Com ete and as directed by EIC. For disposing earth / soil outside HPCL premises, contractor shall be responsible for identifying the d p yard, obtaining permission to dispose the earth, payment of royalty & other statutory, approval from local authority (if required) Arranging vehicles, loading, unloading, spreading, levelling, etc. complete in all respects. Contractor to indemnify HPCL from any c ims that arises out of this."

Sup & lay good quality earth — pply of good quality approved quality earth and controlled earth filling in site leveling and at other places with good quality impo ed earth from approved source in layers of 150 mm and compacted up to 95% to its Modified Proctor density or as per direction of Eng eer in charge up to required depth and any plan dimension including cost of all labor, tools, equipment, hire charges, cost of borro d earth by way of royalties, right of way, taxes, transportation, testing, watering, rolling each layer with 8 tons to 10 tons rolle in open area and by 1 tons to 2 tons roller or wooden or steel rammers in confined area, and dressing / filling up ground depression etc. complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of he Engineer-in-charge. Payment shall be made for net volume of compacted earth as per levels recorded jointly. The contractor shall tain prior permission from concerned statutory authorities as necessary for sourcing of earth required for filling as mentioned abov and pay royalty etc., as applicable for the same. Copies of receipt of royalty paid by the contractor should be submitted to HPCL fo their record. No separate payment will be made by HPCL towards reimbursement of royalty or any other levies which shall be included the rates quoted by the party. The contractor shall bring the earth and stock the same as per the directions of EIC. The job to be ecuted as per attached technical specifications, job procedures etc. complete and as directed by EIC.

Excavation 3m to 5m depth — xcavation of soil at various heights above ground level and carting of excess soil, debris, soft rock etc. Up to nearby road level, om HPCL premises to outside designated area. The scope includes excavation of higher levels of soil, soil stack, piled up soil, pile up rock & other acCubic Meterulated excavated material upto required level and complete carting/shifting away of soil, debris, rocks hard rocks & other excavated material etc. from HPCL premises to within the terminal premises or outside designated dumping area, as irected by HPCL engineer-in- charge.Scope also includes removal of trees, stumps and roots to full extent, removal of all vegetatio including bushes and grass,dewatering, taking spot levels @ 5 m C/C in grid pattern, leveling, dressing and rolling the excavated s face, loading, transportation of surplus earth to an unobjectionable place inside or outside the HPCL premises, spreading, leveling, ompacting as per instructions of the engineer in charge. The scope of job includes filling/ backfilling in open area around tank, oundation pits and other places in all positions as per the specified FGL, in layers of 150mm, compacting with 8-10T roller, at all ights and depths as per Drawing and Specifications with excavated earth, including reclaiming from spoil heaps kept elsewhere includ g dressing and leveling, watering and mechanical compaction etc., Transporting surplus unserviceable soil at an unobjectionable plac inside/outside the premises and spreading in layers and as per Specifications and direction of Engineer. All the cost of complete ar ngement of vehicle(s), machinery, manpower, tools & tackles etc. which are required to execute the job,in complete aspects- shall be orne by the contractor. The scope also includes complete payment of royalties, other statutory fees (if any) & dump yard charges (if ny) required to execute the job. Contractor’s quoted rates should include the royalty fees on different applicable items as per the evailing state government rates. The quoted rates shall be inclusive of all necessary application and royalty amount. No separate pa ent shall be made to contractor on account of the same. Contractor also need to comply all statutory norms which are required for ex uting the job. For quantity of soil backfilled/dumped inside the HPCL premises and cases where royalty is not applicable, benefit sh l be passed on to HPCL. Rate of royalty in such cases shall be established based on prevailing royalty rate in the area. Any increas in prevailing rate of royalty shall be borne by the contractor at no extra cost to the owner. In addition to above, job also include various miscellaneous excavation(s) which are required for gradient/slope formation at the area. The job to be executed as per attac d technical specifications, job procedures etc. Complete and as directed by EIC.For disposing earth / soil outside HPCLpremises, co ractor shall be responsible for identifying the dump yard, obtaining permission to dispose the earth, payment of royalty & other sta tory, approval from local authority (if required). Arranging vehicles, loading, unloading, spreading, levelling, etc. complete in al respects. Contractor to indemnify HPCL from any claims that arises out of this."

Excavation hard rock — XCAVATION OF EARTH - HARD ROCKExcavation in hard rock for foundation & other works and excavation shall be done by chiselling/pneum ic drilling/tractor/trailer mounted jack hammers, as per is standard for hard rock. Rate to include dressing the sides and bottom, b ling out of water if encountered, shoring, strutting as required as per site condition, backfilling after the construction of founda on, trenches/plinth beam etc compacting by the side of the foundation including spreading, watering and compaction and stacking the cavated debris and stack measurement shall be taken applying 50% deduction for voids; handling and liftings and transportation to in de or outside the plant boundary, as directed by the HPCL engineer in charge, complete. The measurement of the excavation would be b ed on actual depth of excavation with applicable rate for different depths. Excavation in hard rock Blasting will not be permitted. ope includes obtaining approval from mining department/applicable departments. Rock excavation shall be defined as the excavation of ll hard, compacted or cemented materials that require blasting or the use of ripping and excavating equipment larger than defined fo common excavation. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary wo ing space, cutting in slopes etc., which may be required for excavation, safety and other allied works and refilling the side slopes nd working space in layers as per requirement. Application for Royalty to the govt., obtaining approval of royalty from concerned g t./govt. agencies and complete payment of royalty fees & other fees to the govt. shall be in the scope of the contractor. Royalty ap icable as per prevailing government guidelines for shifting of soil, murrum, hard rock etc. shall be borne by contractors. The quote rates shall be inclusive of all necessary application and royalty amount. No separate payment shall be made to contractor on account f the same."

PCC 1:3:6 — pplying and Laying Plain Cement Concrete of Mix (1:3:6) with stone aggregate of 20mm down size (including Shuttering if required) in oundations, sand pad foundation slopes, Floors, Pits, trenches, drains or where ever required for completing the job, at all depths d height complete all as per Drawings and Specifications and instruction of the Engineer In-charge. The job to be executed as per at ched technical specifications, job procedures etc. complete and as directed by EIC.

PCC 1:2:4 — pplying and Laying Plain Cement Concrete of Mix (1:2:4) with stone aggregate of 20mm down size (including Shuttering if required) in oundations, sand pad foundation slopes, Floors, Pits, trenches, drains or where ever required for completing the job, at all depths d height complete all as per Drawings and Specifications and instruction of the Engineer In-charge. Rate to include providing 20mm w e expansion joint with 20 mm thick impregnated fiber board, top filled with 15 mm x 20 mm polysulphide sealant. The job to be execu d as per attached technical specifications, job procedures etc. complete and as directed by EIC.

RCC M-25 — oviding and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete work of grad M-25 for all works in all levels such as coping for dyke / fire break wall, OWS chambers, pipe support, valve support or where ever quired for completing the job using 20mm down size graded aggregate at all depths and heights using cement content as per approved d ign mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having contin us agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as pplicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate setting o concrete ( improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of E ineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of ngineer-In charge to produce Design Mix Concrete of specified grade. Rate to include cost of all labor, tools, tackles, equipment, h e charges, supply of all materials such as OPC/PPC cement, coarse and fine aggregates, admixtures, other minor construction material testing of concrete, curing etc. with all bye works complete. Vendor shall submit design mix for approval by HPCL prior to executio of work along with test reports. The job to be executed as per attached technical specifications, job procedures etc. complete and a directed by EIC.

Rubble masonry (Substructure) — UBBLE MASONRY (substructure): Supplying and constructing random rubble masonry for dyke wall/fire break wall/compound wall etc. with ood quality stone in CM 1:5 for substructure as per IS 1597 part 1, latest edition. Rate to include carrying out the work in any dep / height. Rate to include raking the joints to 1 cm deep and curing complete. One Through / Bond stone shall be provided for every uare meter of facing , evenly distributed in a staggered pattern. They shall have about 0.03 Square Meters in face area and shall ha a tailing for the full width of masonry upto 600mm.If masonry wall is over 600mm thick, a line of headers (not less than 450mm leng ) overlapping each other by 150mm shall be laid. Bond stones shall bedistinctly marked on its face during construction for verificat n. Quoin/key/corner stone shall not be less than 0.03 Cubic Meter in volume. Bidders to note that at the discretion of HPCL, the job ay or may not be executed.Application for Royalty to the govt., obtaining approval of royalty from concerned govt./govt. agencies a complete payment of royalty fees & other fees to the govt. shall be in the scope of the contractor. Royalty applicable as per preva ing government guidelines for shifting of soil, murrum, hard rock etc. shall be borne by contractors. The quoted rates shall be incl ive of all necessary application and royalty amount. No separate payment shall be made to contractor on account of the same."

Rubble masonry (Superstructure) 1242-JAIPUR TERMINAL — UBBLE MASONRY (Superstructure): Supplying and constructing random rubble masonry for dyke wall/fire break wall/compound wall etc. wi good quality stone in CM 1:5 for superstructure as per IS 1597 part 1, latest edition. Rate to include carrying out the work in any epth / height. Rate to include raking the joints to 1 cm deep and curing complete. One Through / Bond stone shall be provided for ev y square meter of facing , evenly distributed in a staggered pattern. They shall have about 0.03 Square Meters in face area and shal have a tailing for the full width of masonry upto 600mm.If masonry wall is over 600mm thick, a line of headers (not less than 450mm ngth) overlapping each other by 150mm shall be laid. Bond stones shall bedistinctly marked on its face during construction for verif ation. Quoin/key/corner stone shall not be less than 0.03 Cubic Meter in volume. Bidders to note that at the discretion of HPCL, the ob may or may not be executed.Application for Royalty to the govt., obtaining approval of royalty from concerned govt./govt. agenci and complete payment of royalty fees & other fees to the govt. shall be in the scope of the contractor. Royalty applicable as per p vailing government guidelines for shifting of soil, murrum, hard rock etc. shall be borne by contractors. The quoted rates shall be clusive of all necessary application and royalty amount. No separate payment shall be made to contractor on account of the same."

Rubble masonry - HPCL stone — onstructing random rubble masonry dyke wall/fire break wall/compound wall etc with HPCL supply stone in CM 1:5 for substructure & s erstructure as per IS 1597 part 1, latest edition. Rate to include carrying out the work in any depth / height. Rate to include rak g the joints to 1 cm deep and curing complete. One Through / Bond stone shall be provided for every square meter of facing , evenly stributed in a staggered pattern. They shall have about 0.03 Square Meters in face area and shall have a tailing for the full width masonry upto 600mm.If masonry wall is over 600mm thick, a line of headers (not less than 450mm length) overlapping each other by 15 m shall be laid. Bond stones shall be distinctly marked on its face during construction for verification. Quoin/key/corner stone sha not be less than 0.03 Cubic Meter in volume. Bidders to note that at the discretion of HPCL, the job may or may not be executedNOT 1. Random Rubble stone shall be free issued by HPCL.2. Rubble free issued by HPCL shall be available within the premises of HPCL i . existing premises or new land. Rate to include transportation to required location.3. As free issued rubble stones are dismantled rom existing boundary wall or any other RRM structure, Rate to include cleaning of rubble stone surfaces in order to make it workabl "