Gas Authority Of India Limited has published Tender For Construction Of Closed And Open Store With Associated Works At Mangalore (Dk). Submission Date for this Tender is 22-05-2024. Building Work Tenders in mangalore Karnataka. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Part-I : Civil works |
| 2 | SITE CLEARANCE |
| 3 | DEMOLITION OF R.C.C./BRICKS/STONE MASONARY |
| 4 | Site clearance by demolition of R.C.C./PCC/Brickwork/Stone Masonry/Stone Soling, Flexible pavements etc. along with removing the debris and disposal of unserviceable material to any lead and staking of serviceable materials, handing over serviceable material to concerned department if requiredas per technical specifications and direction of Engineer-in-charge. |
| 5 | Note: 1. Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies, leads, loading/unloading, transportation, water, electric power, illumination etc. complete in all respects as per scope of work, detailed construction drawings, technical specifications and direction of Engineer-in-charge. 2. Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUMas demolished. |
| 6 | CLEANING VEGETATION |
| 7 | Cleaning bushes including uprooting of rank vegetation, green bush wood, trees and saplings of girth upto 30cms (measured at a height of 1m above ground), stacking the serviceable materials and disposal of the same including rubbish etc. upto any lead and all lift as per specification and direction of the Engineer-n-charge. (payment will be made for actual site clearance area only). |
| 8 | TREE CUTTING |
| 9 | Tree cutting (only of girth more than 30 cm)along with removal of roots and stumps and handing over the same to Owner / Owner"s Representative including paying royalties, disposal, taking approval from competent authorities etc. all complete, as per technical specifications and direction of Engineer-in-charge. |
| 10 | Note: 1.Rate includes cost of all labour, tools, tackles, hire charges, royalties, levies,loading/unloading, transportation,electric power, illumination and cost of handingover to owner/or his representative etc. complete in all respects as per scope of workand direction of Engineer-in-charge. |
| 11 | EARTH WORK IN EXCAVATION AND BACKFILLING |
| 12 | Earthwork in excavation for for foundations in ordinary soils including soft rock / disintegrated rock in both dry andwet conditions including pumping and bailing out surface and subsoil water, shoring, strutting,slush removal including backfilling in all positions in layers of 300 mm at all heights and depths as per drawings and specifications wherever required, in Foundation pits and other places with excavated suitable surplus earth including reclaiming from spoil heaps kept elsewhere including dressing and levelling, watering and mechanical compaction etc.,transporting surplus unserviceablesoil within the plant premises and spreading in layers and as per specifications and direction of Engineer.The Measurementfor payment shall be for the theoretical volume only and it shall bethe volume of the block ofthe excavation having maximum bottom dimension of thelevelling course/PCC asper drawing and to actual depth. |
| 13 | For depth upto 2.0 m. |
| 14 | For depth beyond 2.0 m |
| 15 | Note: 1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting inslopes etc., which may be required for excavation, safety and other allied works and refilling the side slopes and working space in layers as per requirement. 2. Rate to include cost of all labour, tools, tackles, equipment, hire charges,shoring, bailing and pumping out water etc. with all bye works and sundry works complete in all respects. |
| 16 | EARTH WORK IN EXCAVATION/ SITE GRADINGIN HARD ROCK |
| 17 | Earth work in excavation in hard rockfor all type and size of foundations inany plan dimension up to required depth including disposal of excavated material up toany leadin all conditions, and disposal of surplus and unserviceable material. Surface to be leveled and neatly dressed complete in all respect as per scope of work, detailed construction drawings and directions of the Engineer-in-charge.The Measurementfor payment shall be for the theoretical volume only and it shall bethe volume of the block ofthe excavation having maximum bottom dimension of thelevelling course/PCC asper drawing and to actual depth. |
| 18 | Note:- 1. The Contractor shall take into account in his rate, the provision for excess excavation required for necessary working space, cutting inslopes etc., which may be required for excavation and other allied works as per requirement. |
| 19 | EARTH WORK IN FILLING WITH IMPORTED EARTH |
| 20 | Supply of good quality approved earth and controlled earth filling in site levelling and at other places with good quality imported earth from approved source in layers of 300 mm and compacted up to 95% to its Modified Proctor density or as per direction of Engineer in chargeup to required depth and any plan dimension includingcost of all labour, tools, equipment, hire charges, cost of borrowed earth by way of royalties, right of way, taxes, transportation, testing, watering, rolling each layer with8 tonne to 10 tonne roller in open area and by 1 tonneto 2 tonne roller or wooden or steel rammers in confined area, and dressing / filling up ground depressions etc. complete in all respect as per scope of work, detailed construction drawings, as per technical specifications and directions of the Engineer-in-charge. Payment shall be made for net volume of compacted earth as per levels recorded jointly. |
| 21 | Note :- 1.The contractor shall obtain prior permission from concerned statutory authorities as necessary for sourcing of earth required for filling as mentioned above and pay royalty etc., as applicable for the same. Copies of receipt of royalty paid by the contractor should be submitted to GAIL/ MECON for their record before bringing the material to site. No separate payment will be made by GAIL/MECON towards reimbursement of royalty or any other levies which shall be included in the rates quoted by the party.The contractor shall bring the earth and stock the same as per the directions of EIC. 2. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of earth, royalties, right of way, taxes etc. |
| 22 | SAND FILLING |
| 23 | Supplying and filling approved quality coarse sand/M-Sand (Zone II or Zone III) in foundation or under floor, trenches, pits and other places, at all locations in layers of 150 mm thickness including watering and ramming, all lead, lift and depth complete as per drawing and specification and direction of the Engineer. |
| 24 | Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, royalties right of way, taxes and backfilling using sand in all conditions, etc. |
| 25 | PLAIN CEMENT CONCRETE |
| 26 | Supplying and laying plain cement concrete of grade 1:2:4 (M 15) with stone aggregate 20mm down grade (including shuttering if required) infoundations, floors, roof screed, aprons, pits, drains and other mass concrete works, steps, coping of wall, sill etc., at all depths and heights/levelsas per drawings, specifications and directions of the Engineer-in-charge. |
| 27 | Note: |
| 28 | Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering in all conditions etc. with all bye works and sundry works. |
| 29 | Supplying and laying plain cement concrete of grade 1:3:6 (M 10) with stone aggregate 40mm down grade (including shuttering if required) in all levelling courses under foundations, mass concrete works, chambers, trenches,floors and any other locations at all depths complete in all respects as per drawings, specifications and directions of the Engineer-in-charge. |
| 30 | Note: Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, shuttering in all conditions etc. with all bye works and sundry works. |
| 31 | REINFORCED CEMENT CONCRETE |
| 32 | REINFORCED CEMENT CONCRETE M25 GRADE SUB STRUCTURE |
| 33 | Providing and Laying in position Machine batched and machine mixed M25 Grade Design mix/ Ready mixedfor Reinforced Cement Concrete workusing 20mm down size graded aggregate in substructure at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete(improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade. All works upto finished ground level. |
| 34 | Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as,minimum 43 grade OPC/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye workscomplete. 2. The reinforcement shall be paid separately vide Item No. C08.00.00 |
| 35 | REINFORCED CEMENT CONCRETE -M25 GRADE SUPER STRUCTURE |
| 36 | Providing and Laying in position Machine batched and machine mixed M25 Grade Design mix/ Ready mixedfor Reinforced Cement Concrete workusing 20mm down size graded aggregate in super structure at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete(improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade. All works above finished ground level. |
| 37 | Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as,minimum 43 grade OPC/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye workscomplete. 2. The reinforcement shall be paid separately vide Item No. C08.00.00 |
| 38 | REINFORCED CEMENT CONCRETE FOR PAVEMENT & FLOORING- M25 GRADE |
| 39 | Providing and Laying in position Machine batched and machine mixed Design mix/ Ready mixedfor Reinforced Cement Concrete M-25 grade workusing 20mm down size graded aggregate at all depths and heights using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work including pumping of RMC as applicable, including cost of centering, shuttering and admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete(improve workability without impairing strength and durability) but excluding cost of reinforcement as per direction of Engineer-in-charge. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval of Engineer-Incharge to produce Design Mix Concrete of specified grade. |
| 40 | Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as,minimum 43 grade OPC/PPC cement including sulphate resistant cement if required, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye workscomplete. 2. The reinforcement shall be paid separately vide Item No. C08.00.00 |
| 41 | REINFORCEMENT STEEL |
| 42 | Supplying, Fabricating and Fixing in position TMT Grade Fe 500D reinforcement conforming toIS1786 at all levels and positions including the cost of transport, straightening, cutting, bending, cranking, welding, provision of necessary chairs and spacers, preparation of bar bending schedule and getting the same approved by EIC etc., complete as per drawings and specifications and including cost of binding wire, labour, testing etc., all completein all respects as per detailed construction drawings, technical specifications and direction of Engineer-in-charge. The chairs and spacer bars provided will not be measured for payment. |
| 43 | Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as reinforcement steel, binding wire etc. with all bye works and sundry works complete. 2. Chairs, Unauthorised Laps, Spacers, Binding wire, Wastage etc. shall be to contractor"s account. |
| 44 | BRICK WORK |
| 45 | Providing and laying BRICK WORK straight or curved on plan to any radius using best quality bricks with frog/indent, conforming to sub-class A as per IS:1077 having crushing strength of not less than 50 kg/cm2 in cement mortar 1 :4 (1 Cement : 4 Coarse Sand)in all types of foundation,walls, drains superstructure at all depths/heights including projections, pillars, parapets, ornamentals of any shape, cornices, all complete including cut work, curing, scaffolding,including filling of joints with Cement Mortar 1:4 and racking of joints, etc. as per specifications, drawings and directions of the Engineer. |
| 46 | Note: Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC/PPC), bricks,sand, finishes, other minor construction materials, shuttering, staging, masonry work, with all bye-works and sundry works complete as per drawings. |
| 47 | DAMP PROOF COURSE |
| 48 | Providing 40 mm thick Damp proof course over plinth with cement concrete grade 1:1.5:3 using aggregate of 10 mm and down graded and mixing approved water proof admixture with cement as per manufacturer"s specification including necessary formwork/ shuttering, one coat of hot bitumen of grade VG-10 over the top surface of Damp proof coarse and all necessary byeworks complete as per specification, drawing and as directed by the Engineer. |
| 49 | PLINTH PROTECTION |
| 50 | Providing & laying 100 mm thick plinth protection in PCC M15 with 20 mm nominal size aggregate including finishing the top smooth and in required slope, excavation, disposal of earthwork etc over a layer of 100 mm thick compacted sand over compacted earth. |
| 51 | PLASTERING FORDRAINS |
| 52 | Providing and applying 15 mm thick cement plaster 1 : 4 (1 cement : 4 medium coarse sand) smooth finish at all depths & heights on faces of walls, pillars, projection, bands, etc., including raking out joints if any left out, necessary dabbing, curing, scaffolding complete at all heights as per specification and drawings. |
| 53 | Note: Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement (OPC)/PPC cement, coarse sand and other minor construction materials as per requirementwith all bye-works and sundry works complete as per drawings. |
| 54 | PAVER BLOCK FLOORING |
| 55 | Supplying and placing in position as per approved pattern of Cement Concrete Inter locking/grass jointed paver block 80 mm thick of approved shape, rough finish, M-40 strength of approved brand laid over the sand bed of minimum 50 mm thick. The CC interlocking blocks to be of uniform Grey colour or as approved by EIC complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 56 | Note :- |
| 57 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such paver blocks,sand,earth work in excavation in cutting earth in all conditions, shutteringwith all bye works and sundry works. |
| 58 | 2.PCC below paver shall be paid separately vide respective item. |
| 59 | KERB STONE |
| 60 | Providing and laying at or near ground level factory made kerb stone 125mm thk and 300mm deep of M-30 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 fine sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) embeded in PCC M10, including making drainage opening wherever required complete, painting etc. as per direction of Engineer-in charge. Length of finished kerb edging shall be measured for payment. (Precast C.C. kerb stone shall be approved by Engineer-in-charge). |
| 61 | Note: 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials,earth work in excavation in cutting earth in all conditions, shutteringwith all bye works and sundry works. 2. Payment for PCC M-10shall be made vide respective PCC Item. |
| 62 | RUBBLE SOLING/BOULDER SOLING |
| 63 | Providing and laying 115 to 150 mm thickness dry trap rubble stone (granite/basalt) soling at all depths including hand packing, filling the interstices with chips, spalls and binding with grit and selected murrum, watering, compaction by hand ramming & rolling with 1 MT hand roller etc. complete as per attached job procedures, technical specification and as per direction of EIC. |
| 64 | RCC NON PRESSURE PIPE NP3 |
| 65 | Providing,laying and joining RCC non pressure pipes of NP3 class of following diameter including collars jointed with stiff mixture of cement mortar 1:2 (1 cement : 2 fine sand), curing, aligning, joining and testing etc. to correct slope including excavation, backfilling at all depths as per drawings with all bye works complete as per specification and directions of Engineer. Cost of PCC bedding, encasing etc.are not included in the scope of this item and shall be measured and paid seperately. |
| 66 | 150 mm diameter |
| 67 | 300 mm diameter |
| 68 | 600 mm diameter |
| 69 | INSERTS |
| 70 | Supplying, Fabricating, Fixing at all levels and positions Steel embedments/ Insertslike Plates,Nuts and Bolts,Angle, Channels,Anchor boxes, MSpipe Sleeves includingthreading etc.,including two coats of approved quality Synthetic enamel paint over a primer coat on the exposedSurfaces but excluding chequered platewherevernecessary, complete as per Drawings, Specificationsand directions of theEngineer-in-charge. (Jigs, Templatesand Fixtureswillnot be paidseperately). |
| 71 | BOLTS & NUTS |
| 72 | Fixing in concrete at all levels and positions, bolts with nuts and washers, pipe sleeves etc. including painting the exposed surfaces with two coats of approved paint, providing grease to exposed area of bolts, welding wherever necessary, complete as per drawing, specifications and instruction of engineer(PCC blocks, jigs and fixtures will not be paid extra) and protecting the same till final erection. |
| 73 | Providing and fixing chequered plate covers |
| 74 | Providing and fixing 8mm Thk chequered plate in approved panel or over steel structure platform,cable and pipe trench including cutting, welding, hoisting, fixing in position,including painting as per specification, complete in all respectas per drawings , technical specifications and directions of the Engineer-In-Charge. |
| 75 | G.I.PIPES |
| 76 | Providing and fixingof following size of G.I. pipes (medium duty) as per IS 1239 complete with G.I. fittings and clamps including cutting by hack saw, bending by hydraulic machine, trenching and refilling etc. including all labour and material complete as per approved drawing and direction of EIC. |
| 77 | 100 mm nominal bore |
| 78 | 150 mm nominal bore |
| 79 | GROUTING |
| 80 | Providing& Grouting ( includingtamping ) M-30 Grade Design Mix Concrete using 12 mm down graded coarse aggregate forStructures, Foundations, Baseplates, Anchor holes etc., with Cement Concrete including Shuttering wherever necessary at all levels and as per Drawings, Specifications and direction of the Engineer. |
| 81 | Providing and laying a ready mix non-shrink cementitious grout of compressive strength of 30 N/mm2 under equipment base plate, anchor holes, etc. at all levels complete in all respects as per specifications, drawing and direction of the Engineer. |
| 82 | NOTE: The Weight of non-shrink cementitious grout bag Shall be of 25Kgs. |
| 83 | PRE CAST COVERS |
| 84 | Providing, hoisting and fixing up precast reinforced cement concrete of M-25 grade(20mm nominal size) in trenches, pits, tanks and the like including the cost of required centering, shuttering (with smooth surface) complete but excluding cost of reinforcement. |
| 85 | Note :- 1. The reinforcement shall be paid separately vide respective reinforcement item. |
| 86 | NON METALLIC SURFACE HARDNER |
| 87 | Finishing RCC floor with non-metallic surface hardener of approved make @ 5 Kg/Sqm, in the required size of panels, laid to proper level and slope including spreading to template, compaction with smooth & even finish and curing, including all tools and other accessories all complete as per manufacturers specification and direction of Engineer. (Rate shall be excluding the cost of RCC and reinforcement which is to be paid separately under respective item.) |
| 88 | EXPANSION JOINTS |
| 89 | Providing and laying 25 mm thick 150 mm deep expansion/seperation joint along the periphery of pump foundations, pedestals, flooring with approved bituminous impregnated fibre board conforming to IS 1838 including sealing the top 20mm depth with bituminous mastic sealant at all heights and locations with all bye-works complete as per drawing, standard practice as directed by engineer |
| 90 | CONTRACTION JOINTS |
| 91 | Providing 5mm wide 12mm deep groove by groove cutting machine in construction joint in RCC flooring,providing and filling with sand bitumen sealant including approved primer all complete as per drawing, specification and instruction of Engineer. |
| 92 | ANTI TERMITE TREATMENT |
| 93 | Providing and injecting with approved quality chemical emulsion for pre-constructional antitermite treatment and creating a chemical barrier as per IS:8944 and IS:6313 under and around the column pits, trenches, wall trenches, plinth filling (complete area underneath the floor), junctions of wall and floor, expansion joints, surrounding of pipes, conduits etc., along the perimeter of the building, complete as per specification and direction of the Engineer.Only ground floor plinth area of the building will be measured for payment. |
| 94 | RAIN WATER HARVESTING PIT |
| 95 | Providing,constructing and finishing of rain water harvesting pit including boring up to ground water table, provision of filter media and construction of pit complete asper scope of work, detailed construction drawings and directions of the Engineer-in-charge. [Rate to include cost of all labour, tools, tackles, equipment, hire charges,supply of all materials, such as minimum 43 grade OPC cement, bricks of class designation M-7.5 of IS: 1077 in CM1:4 (1 cement ;4 sand),bitumen,other minor construction materials, shuttering, staging,providing and placing R/F steel, inserts etc. with all by works and sundry works complete. |
| 96 | GRANULAR SUB BASE |
| 97 | Providing, laying,spreading, andcompacting graded stone aggregeate Granular Sub Base over subgrade, aggregate gradation shall be as perTable No 400 - 1 of Grading 1 of MORTH specifications (See Note 1) including transportation of material to site , laying in uniform layers with well prepared surface and compacting with vibratory roller to achieve the desired density as per specificationscompletein all respect. Same shall be laid in layers of 200 mm thickness each.Rate to include preparation of existingsubgrade surface to the proper line and level and compacted as directed by Engineer in charge. |
| 98 | Note 1: |
| 99 | IS Sieve Designation% Passing 75.0 mm 100 53.0 mm 80-100 26.5 mm 55-90 9.50 mm 35-65 4.75 mm 25-55 2.36 mm 20-40 0.85 mm ----- 0.425 mm 10-15 0.075 mm<5 |
| 100 | WET MIX MACADAM |
| 101 | Providing, laying, spreading, and compacting graded stone aggregateto wet mix macadam specifications as perTable no 400 - 13 of MORTH specifications (See Note 1) including the premixing the material with water at OMC inmechanical mix plant,carriage of mixed material by tipper to site, laying in uniform layers with paver/grader/manual in sub- base/base course on well prepared surface and compacting with vibratory roller to achieve the desired density as per specifications complete in all respect. Same shall be laid in layers of 100/150mm thickness over GSB Layer. |
| 102 | Note 1: |
| 103 | IS Sieve Designation % Passing 53.0 mm100 45.0 mm95-100 26.5 mm--- 22.40 mm 60-80 11.20 mm 40-60 4.75 mm 25-40 2.36 mm 15-30 600 micron 8-22 75 micron0-5 |
| 104 | REINFORCED CEMENT CONCRETE IN PAVING/GRADE SLAB WITH VACUUM DEWATERED CONCRETING USING TREMIX OR EQUIVALENT METHOD |
| 105 | Providing and Laying in position machine batched and machine mixed Design mix / Ready mixed M-30 grade concrete for slab/paving work at all depths and heights using 20 mm down size graded aggregate in panels of 4.0m x 4.0 m or as per approved drawing by using vacuum dewatering method (tremix flooring or equivalent) using cement content as per approved design mix manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads having continuous agitated mixer and providing necessary formwork with MS Channel sections, curing, edge treatment, making necessary slope, vibrating with needle and surface vibrators and finishing with broom finish including cost of centering & shuttering, admixtures in recommended proportions as per IS: 9103 to accelerate/retard setting of concrete (improve workability without impairing strength and durability) but excluding cost of reinforcement all completein all respects and as per direction of Engineer-in-Charge. Cost of providing and laying 12 mm wide 25 mm deep polysulphide sealant in contraction joint in RCC floor including groove cutting is included within this SOR Item. Mechanical mixers with Hopper along with Weigh Batcher shall also be permitted for use at site with the approval Of Engineer-in-Charge to produce Design Mix Concrete. |
| 106 | Note: |
| 107 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement/PPC cement, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works and sundry works complete. |
| 108 | 2. Reinforcement & Expansion Joints shall be paid separately vide respective item. |
| 109 | EXPANSION JOINTS FOR ROADS |
| 110 | Providing 25mm wide 200 deep expansion joint with 25 thick PUF filler board, top filled with 15 mm x 25 mm polysulphide sealant, 32mm dia medium grade PVC sleeve with end cap at one end with 20mm dia plain MS bar @ 500mm c/c etc all complete as per drawing, specification and instruction of Engineer. |
| 111 | TOPOGRAPHICAL SURVEY |
| 112 | To carry out detailed Topographic Survey covering specified plots/area ofStations and any other locations from approved agency and as directed by Engineer in Charge using survey instruments and giving complete details in the form of drawings (in the scale of 1:100) and reports in 4 copies on white paper sheets and CAD output on CD/DVD all complete as per specifications, drawings and directionof the Engineer-in-Charge. Note :- Tentative Number of Plots for Topographical Survey is 1 Nos. |
| 113 | GEOTECHNICAL INVESTIGATION |
| 114 | Carrying out Drillling holes of 150mm dia. in all type of soil by shell and auger method upto a max. depth required or refusal strata (REFUSAL means when N> 100 for 30 cms of penetration) including recording of water table (if met with within the depth drilled) after completion of boring and conducting the required laboratory tests ( See Note )fromNABL orequivalent accredated labarotary as per ISO/IEC 17025 and as directed by Engineer in Charge including providing all manpower, tools, tackles, materials, survey equipments, drilling rigs, soil testing equipment, other equipments, other support facilities necessary for the survey and associated work and submitting Final Geotechnical Report (along with the soft copy) incorporating all field and laboratory data and recommending the type of foundation and the safe bearing pressure and/or Load bearing capacity of Pile (See Note) for the proposed sites, Drawings, Data etc. (One Lot) in an approved format drawings, approved QAP, implementation schedule and other provisions of the Tender Document and instructions of the Engineer-in-charge. Note :- Tentative Number of Plots for geotectnical investigation is 1 Nos. |
| 115 | 0-10m or Refusal |
| 116 | Note :- 1.Required Laboratory Test such as natural moisture content, liquid limit, plastic limit, shrinkage limit, dry and bulk density, specific gravity, particle size distribution by sieve and hydrometer analysis, triaxial compression test (undrained), permeability test, chemical test on soil samples and water samples, differential free swell test and direct shear test all as per Technical Specifications and direction of Engineer-in-Charge. 2.Safe bearing pressure at 1.5m , 2.0m and 2.5m below ground or at other depths for open and raft foooting. 3. Geotechnical design for pile 500mm dia, and up to 30T Capacity end bearing/ skin friction typeshall be recommended if required. 4. Existence of black cotton soil with swelling property andswelling index shall be reported with remedial measures. 5. RQD value of under laying strata encountered, shall be reported. |
| 117 | Handling of Existing supply items |
| 118 | Handling , Shifting and transportation of existing procured items pertaining to CGD projects stored at respective store location.It includes shifting and/or transportation of GAIL Gas materialstored at store location for facilitation of clear space for construction. |
| 119 | Hiring of Hydra of 12 tonn handling capacity for a day. i.e. 8 hrs |
| 120 | Hiring of trailer/truck of 20ft for a day. i.e. 8 hrs |
| 121 | Part-II : Steel Structures & Associated works |
| 122 | Supply, fabrication and erection ofsteel structures: |
| 123 | Preparation of fabrication drawings including bill of materials and getting approvalfrom consultat including supply of factory fabrication of steel structures such as columns, column bracings, sheeting posts, rafters, roof bracings, struts, floor beams, GI roof purlins,GI sag angles ,GI sag rods (GI coating of 275 GSM minimum), chequered plates, staircases, cat ladder, Anchor bolts , etc., including surface preparation by shot blasting confirming to Swedish StandardSA 2½ for painting, supply and application of 1st coat of Inorganic Zinc Silicate 75 microns DFT, 2nd coat of Intermediate of Epoxy High Build Micaceous Iron Oxide(MIO) 100 microns DFT, 3rd coat finishing paint of Acrylic Polyurethane40 microns DFT and 4th coat finishing Paint of Acrylic Polyurethane 40 microns DFT (Total DFT = 255 microns minimum) of approved colour, including transportation and delivery at site, unloading, storage and handling at site, site assembly and finally erection of structures at appropriate locations, including painting atat site, alignment and bolting/weldingof all structures true to line, level, plumb and dimension all works shall be completed as per Specification, scope and description of works, drawings and as per direction of the Engineer-In-Charge. (The cost & weight of bolts (permanent and service),washers, electrodes, putty, gases, shims, packs, cost of straightening the raw materials, cutting of flats from plates and providing splices, paints, tools, plants, testing of materials, Inspection, etc. and all other consumables as required for completion the work shall be deemed to be included in the quoted rates). |
| 124 | Supply and erection of zincalume high tensile colour coated steel sheet on roof and sides: |
| 125 | Preparation of sheeting drawings, bill of materials, getting approval of all design calculation & drawings from consultant, including supply of 0.5mm TCT zincalume high tensile colour coated steel sheets (fy=550MPa) conforming to IS:15961 having trapezoidal profile with a cover width of 930-1020 mm and 28-32 mm deep crest atpitch of 186-250mmc/c with minimum two ribs at centre for stiffening. with zincalume coating 150gsm. The sheet shall have a total coating thickness of 35 micron,super durable polyester colorbond XRW quality paint system of 20 microns on exposed surface and 5 micron reverse polyester coat on back surface over 5 micron primer coat on both side surface as per IS:15965 .the paint system should have stable resin & inorganic pigments for paint durability and lead free for water harvestingThe sheet shall have anti-capillary groove to avoid any seepage of water through lateral over lap, compatible flashing, Trims,ridge panel, curved panel, canopy soffit closure, canopy gutter, down take pipe, closers fittings and fixtures, accessories, sealing tape etc, warehouse Gutter and canopy gutter shall be made out of same material as sheeting, including transportation and delivery at site, storage and handling at site, cutting and bending of sheets to required shapes and sizes and erecting them on roof and sides using self-drilling, self-tapping fasteners which shall be hot dip galvanized with Xylon coated with EPDM Seals conforming to AS: 3566 class 3 with colour coated to match sheet panel at proper position. Roof sheet shall be laid in combination of colours as per approved colours scheme. The sheet shall have brand marking of the manufacture giving product details on the back of the sheet at regular interval confirmimg genuinity of the material. All works shall be completed in all respect as per specification, scope and description of works and as per direction of the Engineer-In-Charge. Mode of measurement shall be total covering area of sheeting. Lapping of sheets, ridges and flashes shall not be paid extra. (Only net laid area to be measured for payment) |
| 126 | Supply and erection of polycarbonate sheets on roof and sides: |
| 127 | Preparation of sheeting drawings, bill of materials, getting approval from consultant, including supply of 3 mm thick polycarbonate sheets as per IS:14443 of profile matching with roof and side sheeting as per item no ST-2 above with fittings and fixtures, water tight sealant, including GI welded wire mesh of 40x40x2 mm on the underside of polycarbonate sheets, transportation and delivery at site unloading, storage and handling at site cutting and bending of sheets to required shapes and sizes, including erecting them on roof and sides at proper positions, all work shall be completed in all respect as per specification, scope and description of work and drawings and as per direction of the Engineer-In-Charge (only net laid area to be measured for payment). |
| 128 | Supply, fabrication and erection of Turbo Vent |
| 129 | Preparation of drawings, bill of materials, getting approvalfrom consultant, including supply, fabrication of Turbo vent 600 mm diameter as per approved data sheet enclosed as Annexure S-6on roof including fixtures and fitting of the turbo vent on a 3mm FRP base with gel coating with profile matching of roof sheeting, including fittings and fixtures water tight sealant, including transportation and delivery at site, unloading, storage and handling at site, cutting to required shapes and sizes and erecting them on roof at proper position as per drawings, all works shall be completed in all respect as per specification, scope and description of works , drawings and as per direction of the Engineer-In-Charge. |
| 130 | Supply, fabrication and erection ofRolling shutter |
| 131 | Supply and fabrication ofMS rolling shutterwith manual over rideconforming to IS:6248 open-able from insideas well as outside including all mechanical device, including all fittings & fixtures, and wind safety lock system, including transportation and delivery at site unloading, storage and handling at site and erection at proper positions including painting as per specification, all work shall be completed in all respect as per specification, scope and description of works, drawings and as per direction of the Engineer-In-Charge (only clear opening size to be measured for payment). |
| 132 | Supply, fabrication and erection ofMS Louvers |
| 133 | Preparation of fabrication drawings, bill of materials, getting approval from consultant, including supply and fabrication of MS louvers as per approved drawing, including painting as per specification, transportation and delivery at site unloading, storage and handling at site, all works shall be completed in all respect as per specification, scope and description of works, drawings and as per direction of the Engineer-In-Charge. |
| 134 | NOTES: 1. The quantities indicated are estimated, hence are approximate. Final payment will be made based on actual quantities as per bill of materials in fabrication drawings . 2. The cost & weight of bolts (permanent and service), washers, electrodes, putty, gases, shims, packs, cost of straightening the raw materials, cutting of flats from plates and providing splices, paints, tools, plants, testing of materials, Inspection, etc. and all other consumables as required for completion the work shall be deemed to be included in the quoted rates. 3. All handling and transport charges of raw materials and fabricated structures including re-handling, as required, for completion of work in accordance with execution schedule, are deemed be included in the quoted rates. 4. The Schedule of Rates shall be read in conjunction (not in isolation) with the Contract Agreement, such as Scope of Works, Tender Drawings, Technical Specifications, Approved Vendor list and List of Approved Makes as per Contract Agreement. 5. The quoted rates shall be inclusive of all applicable taxes and duties, octroi, etc. |
| 135 | PART III : ARCHITECTURAL WORKS |
| 136 | FLOORING |
| 137 | 40 mm thick with 20 mm nominal size stone aggregate Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement, including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 138 | FINISHING |
| 139 | Providing 12 mm thick cement plaster 1:4 (1 cement : 4 sand) smooth finish with water proofing compound (to be paid under relevant items) as per architectural shapes marked in the drawings, at all depths and heights in one layer on internal faces of walls, pillars, projection, bands, cornices etc., including necessary dabbing, curing, scaffolding, providing chicken mesh at junctions of columns,beams etc.,complete at all heights as per specification and drawings. |
| 140 | Providing 15 mm thick cement plaster 1:4 (1 cement : 4 sand) as per architectural shapes marked in the drawings, at all depths and heights, providing chicken mesh at junctions of columns,beams etc.,complete at all heights as per specification with water proofing compound (to be paid under relevant items). |
| 141 | Providing 6 mm thick cement plaster 1:4 (1 cement : 4 sand) to ceiling of slabs, chajjas including drip course, bands, beams, columns, loft slabs, staircases, and any other location at all heights wherever required with all bye works dabbing, curing, scaffolding, including providing chicken mesh at junction of columns,beams etc.,complete at all heights and levels as per specification and drawings. |
| 142 | Providing drip course/ groove in plastered surface or moulding to R.C.C. projections of size 20mm x 8mm over cement plastering of chajjas, roof projections etc. at all heights and levels in cement mortar 1:3, hacking, curing, scaffolding etc at all heights and lifts, all complete as per specifications and instructions of the Engineer Incharge. |
| 143 | Providing and applying two coats ofExterior Emulsion paintsor(Eco friendly paint with low Volatile Organic Compounds) of as per approved make of approved brand over a coat of approved primer consisting of volatile organic compounds less than 250g/L, at all heights and levels, including surface preparation, scaffolding at all locations and heights with all byeworks complete as per manufacturer"s specification and direction of the Engineer Incharge. |
| 144 | Providing and applyingtwo coats of Interior acrylic oil bound washable distemper- Eco friendly paint with low Volatile Organic Compounds ( not exceeding 50 g/L ) on walls of approved shade & make over one coat of approved cement primer consisting of volatile organic compounds less than 250g/L as perspecifications and as directed by Engineer Incharge etc. complete. |
| 145 | STEEL WORK |
| 146 | Supplying and fixing mechanically operated rolling shutters/ rolling grills of approved make operable from inside and outside conforming to IS : 6248, made of 80x1.25mm size M.S. laths with 1.25 mm thick top cover, interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2, M.S. top cover of required thickness for rolling shutters, with approved quality red oxide zinc primer and two coats of synthetic enamel paint of approved make (ICI or equivalent), making good all damaged surfaces, complete with all byeworks as per drawing, specification and instruction of engineer, in general conforming to IS : 248. |
| 147 | Supply, fabrication ofsteel door panel using MShollow section for panel frame including 3.15 mm thick MS sheet welded with panel frame on both sideincluding handle, aldropetc with all necessaryfittingincludingtwo coats of red oxide zinc primer and two coats of synthetic enamel paint of approved colour including fixingin door frame by welding (Payment of door frame shall be as perrelevant architectural items),all works shall be completedas per specification, drawings and directed by Engineer-in-charge |
| 148 | Providing and fixing pressed steel single/double rebate door frames conforming to IS:4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface as directed by Engineer-in-charge, including provistion & filling with PCCM – 10C (Profile B ) |
| 149 | MISCELLANEOUS |
| 150 | Providing and fixing Eye/face wash, model no.7001 pedestal-mounted from Tobit Engineers or equ. (supply connection & provision of bottle trap and connection to nearest drain to be done) |
| 151 | PART IV : ELECTRICAL ITEMS |
| 152 | Design, engineering, manufacture, shop testing, Supply, installation, testing and commissioningincludingpacking and forwarding, transportation, delivery at storage of power distribution board (PDB) and Lighting Distribution Board (LDB) : |
| 153 | 415 V, 36 KA single front Outdoor type, weatherproof (IP-55), StructuremountedPDB to receive input power from transformer consisting ofAl bus bar, bus bar chamber, cable alley,complete with wiring, indication lamp, ammeter, voltmeter, MFM (Multi Function Meter) with ethernet etc including all labour and materials with operating mechanism, all accessories, mandatory spares as per data sheet, auxiliaries of PDB etc complete in all respects as per SLD no. MEC/23V1/05/E9/E/1081/PDB & as per standard Specification MEC/TS/05/E9/11 |
| 154 | Supply, installation, testing and commissioning of Outdoor type dust & weather proof sheet steel (2 mm thick) enclosed MCCB of following rating for mounting on wall or pedestal. 100A, 415V, 4 PoleAC-23 duty MCCB, RYB LED indication lamps and suitable for termination of 3.5 x 50 sq.mm A2XFY cable on incomer terminals andoutgoing terminals. |
| 155 | DISTRIBUTION BOARDS |
| 156 | Design, engineering, manufacture, shop testing, supply includingpacking and forwarding, transportation, delivery at storage of 415V/240V lighting/power panels, Structure mounting type in weather/flame proof (with hinged cover) sheet steel enclosure of approved make having 4 Pole MCCB(LSIG)/RCCB (MCB + ELCB) as incoming andSP/DP/TP MCB (9KA type) for out going circuit complete with wiring,indication lamp, ammeter etc including all labour and materials as per specification and the direction of Engineer-in-charge. |
| 157 | Outdoor type, weatherproof (IP-55), StructuremountedLighting Panel (LDB) for Shed & Outdoor Lighting consisting with incoming and outgoing feeders as perSLD no. MEC/23V1/05/E9/E/1081/LDB complete with wiring, indication lamp, ammeter, including all labour and materials with operating mechanism, all accessories, etc. |
| 158 | Outdoor type, weatherproof (IP-55), StructuremountedDistribution Panel (ACDB) for inverter power distribution consisting of 63A DP MCB as incomer and 5 Nos. 40A DP MCB as outgoings, complete with wiring, indication lamp, ammeter, including all labour and materials with operating mechanism, all accessories, etc. |
| 159 | Design, engineering,Supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at storage, of the complete earthing and lightning protection system, earth electrodes/ pit, earth main ring, earthing of electrical equipments, instrument panels, field instruments, process equipments and pipes/ flanges including all associated civil work with all material (Like Bitumen coating) and labour as per specification no. MEC/TS/05/E9/26 and drawings approved by the company in with IS 3043. |
| 160 | Earth Pits- GI PIPE Electrode with 6 mm thick chequered plate cover |
| 161 | GI Strip (50X6) mm |
| 162 | GI Strip (25X3) mm |
| 163 | Flexible Green wire 10sqmm along with lugs & hardware etc |
| 164 | Design, engineering,Supply, Laying, Termination, testing and commissioning includingpacking and forwarding, transportation, delivery at storage, of the 1.1kV grade XLPE insulated, PVC sheathed, FRLS power and control cables (conforming to IS:7098 and specification No. MEC/TS/05/E9/24) of following sizes in trenches/ excavated under ground trench /trays, pulling through pipes and its proper sealing, cutting of paved area, roads etc as required. |
| 165 | 3.5 x 50 mm2 A2XFY |
| 166 | 4 x 10 mm2 2XWY |
| 167 | 3 x 2.5 mm2 2XWY |
| 168 | Design, engineering,Supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at storageof lighting fixtures complete with mounting bracket, flame proof/non flame proof (Wheather proof), control gear box as per the type of fixture, lamps etc. including civil work with pipe inserts for cables and connecting work, with all material and labour as per specifications no. MEC/TS/05/E9/23, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 169 | Street lighting, integral flame proof well glass fixture (CMIFR approved for Zone-1/2 gas group IIA & IIB) with 72 W LED luminaire with flame proof control gear Model no. FLPW-1095 of Baliga make or equivalent) |
| 170 | Street lighting Non flame proofluminaire (lighting fixture : Type LSTP-45-CDL of M/s CG make or equivalent, with 45W LED). |
| 171 | Integral Non Flame proof Flood Light fixture suitable on structure mounting of 120 W LED luminaire wheather proofCG make or equivalent) |
| 172 | Street lighting pole 6mtr high GI octagonal pole (Type BOP-6030 of Bajaj make or equivalent) complete with bracket (double/ single), GI clamps, FLP Cable glands, flame proof & weather proof (IP-55) junction boxes (4 way) as per standard drawing (MEC/SD/05/E9/77/04) & specification (MEC/TS/05/E9/077B). |
| 173 | Supply, installation, testing and commissioning includingpacking and forwarding, transportation, delivery at storage of 2500VA pure sine wave Inverter system with 2x150Ah Battery backup, completely maintenance free lead-acid battery for critical lighting in control room building & outdoor area (Make Inverter: Su-Kam, Genius, Microtek, Battery: Exide, Amaraja). |
| 174 | Supply, installation, testing and commissioning of following items as per details in construction drawing & specification including cabling in Cable trays, mounting on structure with all the necessary angles & supports: |
| 175 | Supply, installation, testing & commissioning of heavy duty Wall mounted fans, 750mm sweep, Air Delivery 370 m.cu/min, maximum 250watts, not less than 1440 rpm, 90 degree rotation, single phase 230V AC, inherent regulator etc. complete in all respect as specified in the technical specification. |
| 176 | Supply and installation of electric heavy duty exhaust fan of sweep 450 mm, 240 Volts, minimum 950 rpm, totally enclosed split phase start, induction run, rated for continuous duty, with louvers shutter etc. completely wired, along with nut bolt and washer for fixing in wall, plastering & making good disturbed surfaces etc.complete in all respect, as perIS 2312: 1967 as specified in the technical specification. |
| 177 | Supply, installation, testing & commissioning ofHigh bayLuminaire, suitable for 90 W LED (IP65) LED type light fixture, Integral Electronic Control Gear for LED Module withlamp,Clear polyester cover, High purity aluminum mirrors, chemically anodized for maximum protection, making connections, termination suitable for 3x2.5 Cu. cable , internal wiring with 3 way Junction Box and other accessories complete in all respect, earthing etc. complete as required & as specified in the technical specification. Type - CG Make-Model No. CIP-320-100-57-90D-HL4-GL-NSR or equivalent in approved make. |
| 178 | Welding Socket |
| 179 | Supply, installation, testing & commissioning of Industrial type 63 A, 415 V, 5 pin heavy duty switch socket outlets with 63 A TPN MCB, along with 5 pin 63 amps plug mounted in MS painted box housing, suitable for surface mounting, with internal wiring, complete in all respects as specified in the technical specification. |
| 180 | Supply, installation, testing and commissioning of following sizes of HDPE Pipein required length ,supply of clamps, small iron structures, spacersplugs, sealent etc. and materials complete as per approved drawingsand directions of Engineer-In-Charge. |
| 181 | 50 mm NB |
| 182 | 100 mm NB |
| 183 | Supply, installation and commissioning of following Hot Dip Galvanized Ladder/Perforated Typecable trays (as per IS 2629) including bends, tee, crosses,horizontal and vertical splices along with cable tray cover(Wherever required for Asthetic look ) etc. as required including supply of all G.I hardwares, all labour and material as required as per standard drawings, specification and direction ofEngineer-in-charge |
| 184 | Perforated type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes. |
| 185 | 150mm wide |
| 186 | Erection Material |
| 187 | Supply,welding and commissioning of MS base frame support for switch gear and bracket for misc. electrical equipment,cable tray support, light fixtures, out of roled MS section,pipes,plates etc including welding, bolting, reveting, supply of necessary anchor bolts and grouting etc supply of paints applying one coat of anti rust primer two finish coats of approved synthetic enamel paints including bracking walls, floors etc for structure as required including supply of all GI hardware materials including all labour and materials complete as required and the direction of Engineer-in-charge. |
| 188 | Supply,cutting and pasting ofInsulating Mats 11kV grade (as per IS:15652 - 2006) of 1000mm width, required for maintenance of electrical equipment in substation as required including cutting to required shape in running length and including all labour and materials etc. complete and as per directions of Engineer-In-Charge as per applicable Indian or International standards and Indian Electricity Rules. |
| 189 | SUPPLY INSTALLATION , TESTING AND COMMISSIONING OF DISTRIBUTION TRANSFORMER |
| 190 | Supply, installation, testing and commissioningincludingpacking and forwarding, transportation, delivery at storageto site of 11 kv/433 V outdoor type,3Ph,50Hz,copper wound, Dyn11, ONAN distribution transformer complete with all accessories as per REC specification 11/1976 and/or IS 2026/1180. and latest amendments there of and first oil filled. Termination arrangement for HV side : HT bushing & LV side Cable end box/Terminal box of following rating (Make of Transformershall be approved from State Electricity Board/MECON.) |
| 191 | 25 KVA |
| 192 | Supply,installation, testing and commissioningof all the items listed at (Sl. No. 13.1 to 13.4 below)all miscellaneous materials etc as required to complete the HT & LT installation as per the tender. (All electrical equipments shall be approved from State Electricity Board/MECON.) |
| 193 | Double pole Structure with MS joist ISMB 200 x 100 mm, 9 m long complete with 100 x 50 mm MS channels of required length and size ;11 kV3 Ph. horizontal Gang operated Air Break switch, DO fuse, lightning arrestors of suitable ampere rating;pin insulators, disc insulators, operating rod, handle, LA, locking arrangement, copper wire for jumper connection, stay set complete with all accessories etc as required inclusive of paint (two coats of primer & twocoats of final aluminum paint) and concrete foundation. |
| 194 | Supply, laying, testing and commissioning of 11 kV, ACSR weasel conductorinsulator as required for stringing between State Electricity Board Double pole and consumer double pole structures. |
| 195 | Chain link fencing of (height 2.5 m) for the sub station area with ISA 50 x 50 x 6 mm angle and 4 mm thick welded wire mesh and 1 no. gate ( 3x3 mtr.) complete with all material, welding and labour etc(20 mtrs/set). |
| 196 | 40 mm blue granite metal for spreading in the fenced area . |
| 197 | Supply, installation, testing & commissioning of 3Phase Energy meter along with CTs(if required),MS enclosure mounting on structure etc shall be complete in all respect. |
| 198 | All works relating to statutory approvals of the installation from competent authority like Electrical Inspectorate, CEA, DGMS, SEB etc. including carrying out of all required modifications in design / Manufacturer / Installation to meet the requirement of Indian Electricity rules and other statutory regulations in force, carrying out necessary paper work and liasion with the authorities to obtain all necessary clearances for charging of installation as per relevant national standards. However the official fees towards the approvals shall be reimbursed by the client. |
| 199 | NOTE: The quantities given above against individual items are indicative and shall not be considered to be binding.The quantities may increase or decrease at site at the time of actual execution and as per the discretion of Owner/ Engineer-in-charge.The unit rate shall be operated to work out the final payment due to Contractor. |
| 200 | PART V : MATERIAL HANDLINGWORKS |
| 201 | Design, Engineering, Manufacturing / Fabrication, Assembly, Testing, Powder coating,inspection & Testing, Insurance, Delivery ,unloading, storage & handling at site, ,installation, Erection,testing and Commissioning ofCantilever Rack along with all Standard Accessories, Tools / Tackles / Fixtures with Tool Boxes, Commissioning Spares, etc.in GAIL Store and as per Tender specification & drawing. (Brief Technical details & location is given below in item nos 1(a) |
| 202 | TheCantilever Rack Arrangement is following: One Row of Cantilever Rackcomprising of : Cantilever Arm length :750 mm Clear level height : 800 mm Load capacity per Arm : 200 kg UDL Nos. of uprights /Post :13 nos(3 arms / post ) Nos of Level : Base +3(Total nos of arms in 3 level:39 nos) Arm Pitch: 500 mm(approx) |
| 203 | Design, Engineering, Manufacturing / Fabrication, Assembly, Testing, Powder coating,inspection & Testing, Insurance, Delivery,unloading, storage & handling at site, installation & Erection,testing and Commissioning ofDeck Rack(Full Metal Deck)of each Slot Size :3000 mm (w) x 1000mm (d) x 1000 mm (h)along with all Standard Accessories, Tools / Tackles / Fixtures with Tool Boxes, Commissioning Spares, etc.in Store and as per Tender specification & Drawing. 1 Row =No. of Racks in one Row x Nos of level in one Rack |
| 204 | The Deck Rack Arrangement is following:OneRow comprises of: No. of Rack Slots in one level in a Row :6 Load per Slot: 1 T No. of Levels in aRow: 3 Total Nos. of Slots in Row :18 nos |
| 205 | Design, engineering,Manufacture, Painting ,Shop Testing, Insurance, Inspection, packing, forwarding,Delivery at Site,unloading, storage & handling at site, Commissioning & Performance Testing of Rack/Tray Trolley (Movable type) of 300 kg capacity (min) as per Technical specification along with all Standard Accessories, Tools / Tackles / Fixtures with Tool Boxes, Commissioning Spares, etc. The dimension of the Rack (Tray) Trolley shall be 900 mm (L) x 600 mm (W) x 900 mm (H). The Shelf height (Tray to Tray height) shall be 300 mm. The Rack Trolley shall have 3 levels or 3 nos Tray/Racks. The thickness of sheet shall be 16 gauge (min) |
| 206 | Design, engineering,Manufacture, Painting ,Shop Testing, Insurance, Inspection, packing, forwarding,Delivery at Site,unloading, storage & handling at site, Commissioning & Performance Testing of Steel Power Coated Safety Ladder Trolley of dimension approx 2200mmx800mmx 3200mm |
| 207 | Manufacture, Painting ,Shop Testing, Insurance, Inspection, packing, forwarding,Delivery at Site,unloading, storage & handling at site, Commissioning & Performance Testing of CO2 type fire extinguishers of 4.5 kg capacity shall be of gas cartridge type as per IS-15683:2006 and ISI marked with 13B fire rating. Seamless steel body cylinder shall confirm to IS-7285 with ISI mark |
| 208 | Manufacturing, Testing,painting, Supply, Packing & Forwarding, Delivery at Site, Insurance, Commissioning, Performance Testing of Battery operated Electric Stacker to handle1 Ton load (minimum)at Operational Height of3000 mmalong with Battery & Battery Charger, Electrics, Instrumentation, Auxiliaries, Attachment, Tools & Tackles and Commissioning Spares, as per Technical Specification given in Tender. |
| 209 | Design, Engineering, Manufacturing / Fabrication, Assembly, Testing, Powder coating ,inspection & Testing, Insurance, Packing & Forwarding, Delivery ,unloading, storage & handling at site, installation ,Erection, testing and Commissioning of of Heavy Duty two Way Open Type HDPE Pallets each of size 1200mm (w) x 1200mm (d) x 100/150 mm Pedestal Height approx and capacity 0.5 Ton along ,all Standard Accessories, Tools / Tackles / Fixtures with Tool Boxes, Commissioning Spares, etc.as per Technical Specification (These pallets will be handled by Electric Stacker) |
| 210 | PART VI : FIRE PROTECTION SYSTEM |
| 211 | FIRE DETECTION& ALARM SYSTEM |
| 212 | DESIGN, ENGINEERING, SUPPLY, ERECTION, TESTING & COMMISSIONING OF FIRE DETECTION & ALARM SYSTEM Intelligent addressable Fire Detection and Alarm System with fire alarm panels. detectors, response indicators, FRLS cabling , cable trays,hooter with flasher, manual call points, monitor modules, control modules,relay module, zener barrier,all complete as per approved scheme. Work shall be carried out as per Tender specification &MECON TS No. MEC/TS/05/28/081/11 .Manual Call points shall be installed at strategic operating locations & Open Ware house. Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work, SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT. Handling including lifting and transportation from Contractor"s own storage yard to work site and installation & commissioning of FIRE DETECTION & ALARM SYSTEM including performance testing of the system, painting etc. supply of all consumables, manpower, equipment, etc. for completion of all works as per scope of work and as per drawings, specifications and instructions of Engineer-in-charge including servicing/ cleaning wherever required. The area of control room buildings to be protected are listed below: |
| 213 | Closed Warehouse store at NMPT Mangalore of size 30 m x 20.5 m x 4.5 m (Clear Height) |
| 214 | PORTABLE FIRE EXTINGUISHERS & SAFETY ITEMS: |
| 215 | CO2 TYPE FIRE EXTINGUISHERS Supply and installationof CO2 type fire extinguishers with steel cylinder with dischange valve as per MECON TSand conforming to IS:15683. Extinguisher shall be painted with red enamel paint.(50 % Spare CO2 cartridge is to be supplied along with extinguishers and the price of same to be included in respective SOR) Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT |
| 216 | CO2 TYPE FIRE EXTINGUISHERS -4.5 KG CAPACITY |
| 217 | CO2 TYPE FIRE EXTINGUISHERS -2 KG CAPACITY |
| 218 | DRY CHEMICAL POWDER TYPE FIRE EXTINGUISHER Supplyand installation of Dry Chemical Powder type fire extinguisher suitable for inverted operation with anticorrosive treatment and hydraulically tested to a pressure of 25 kg/ sq.cm . Extinguishers externally painted with red enamel and fixed to wall with brackets complete with internal charge and spanner complete. Siliconised Potassium bicarbonate DCP powder (IS 4308:2003) / Mono-ammonium phosphate based DCP powder (IS: 14609) can also be used for recharging DCP fire extinguishers. (50 % Spare DCP cartridge is to be supplied along with extinguishers and the price of same to be included in respective SOR) |
| 219 | DCP – 9Kg ( IS:15683) |
| 220 | DCP – 25Kg -TM ( IS:10658 ) |
| 221 | DCP – 75Kg-TM ( IS:10658 ) |
| 222 | FIRE BUCKETS Supply and installationof galvenised steel set of4 fire buckets (9 Ltrs. Cap) as per technical specification and confirming to IS: 2546-1974 RA2000 . Buckets shall be painted with red enamel paint and fixedto suitable location . Complete work of supply includes transportation to store and inspection charges but not limited to, the following items in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work,SCC, drawings, specification and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT |
| 223 | FIRE BUCKETS - 9 LTR. CAP. |
| 224 | Supply of First Aid Boxin accordance with relevant Specifications & relevant Data Sheets indicated in scope of work and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT |
| 225 | FIRST AID BOX |
| 226 | Supply of Hand operated sirenIS-6194-1971 RA- 2006in accordance with relevant Specifications & relevant Data Sheets indicated in scope of work and instructions of EIC and as per all provisions of the CONTRACT DOCUMENT |
| 227 | HAND OPERATED SIREN |
| 228 | TotalExcluding GST |
| 229 | GST (CGST&SGST/UTGST or IGST) in percentage (%) on Total(Presently 18% applicable) |
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