Gas Authority Of India Limited has published Tender For Supply Construction Erection And Commissioning Of Civil Structural Electrical And Fire Fighting Works For Lng Storage And Lng Dispensing Facilities At Kosikalan. Submission Date for this Tender is 20-05-2024. Electrical Maintenance Tenders in Mathura Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 14-May-2024 | Commercial Corrigendum 1 | Date | 20-05-2024 |
| Sl. No. | Item Description |
| 1 | PART - I : CIVIL WORKS |
| 2 | SITE CLEARANCE |
| 3 | DEMOLITION OF R.C.C./BRICKS/STONE MASONARY 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. |
| 4 | Note: |
| 5 | 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. |
| 6 | 2. Demolition of RCC/PCC/Brick Masonry/Road will be paid in NET CUM after deductions for air voidsas demolished. |
| 7 | CLEANING VEGETATION 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 Tree cutting (only of girth more than 30 cm above 1m above ground)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. |
| 9 | Note: |
| 10 | 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 Earthwork in excavation 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 300mm 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 within the plot including dressing and levelling, watering and mechanical compaction etc.,transporting surplus unserviceablesoilupto any lead and spreading in layers and as per specifications and direction of 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. |
| 12 | For depth upto 2.0 m. |
| 13 | For depth beyond 2.0 m |
| 14 | Note: |
| 15 | 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 and refilling the side slopes and working space in layers as per requirement. |
| 16 | EARTH WORK IN EXCAVATION/ SITE GRADINGIN HARD ROCK 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. |
| 17 | Note:- |
| 18 | 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 Supply and Controlled earth fillingwith good quality imported earth from approved source under floors and other places with special compaction to achieve dry density of 95% standard proctor density as per instruction of the Engineer at all heights/depths upto any lead transporting, depositing, compacting and dressing, trimming complete as desired in layers not exceeding 30cm including watering, consolidating by mechanical means as per specifications and instructions of the Engineer. |
| 20 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions, etc. |
| 21 | SAND FILLING 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. |
| 22 | Note: |
| 23 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, cost of sand, right of way, cess, and backfilling using sand in all conditions, etc. |
| 24 | PLAIN CEMENT CONCRETE |
| 25 | PLAIN CEMENT CONCRETE 1:2:4 (M 15) 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. |
| 26 | Note: Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works. |
| 27 | PLAIN CEMENT CONCRETE 1:3:6 (M 10) 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,road 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. |
| 28 | Note: Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials, OPC/PPC cement, shuttering in all conditions etc. with all bye works and sundry works. |
| 29 | REINFORCED CEMENT CONCRETE IN SUBSTRUCTURE Providing and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete workof grade M-25 using 20mm down size graded aggregate at all depths and heights in substructure 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. |
| 30 | Note: 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 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 respective item. |
| 31 | REINFORCED CEMENT CONCRETE IN SUPERSTRUCTURE Providing and Laying in position Machine batched and machine mixed Design mix/ Ready mixed for Reinforced Cement Concrete workof grade M-25 using 20mm down size graded aggregate at all depths and heights in superstructure 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. |
| 32 | Note: 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 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 respective item. |
| 33 | REINFORCEMENT STEEL 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. |
| 34 | Note: |
| 35 | 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. |
| 36 | 2. Chairs, Unauthorised Laps, Spacers, Binding wire, Wastage etc. shall be to contractor"s account. |
| 37 | BRICK WORKIN SUBSTRUCTURE 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 and substructurework 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. |
| 38 | Note: |
| 39 | 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, finishes, weep holes, other minor construction materials, shuttering, staging, masonry work,etc. as per requirementwith all bye-works and sundry works complete as per drawings. |
| 40 | BRICK WORKIN SUPERSTRUCTURE 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 typessuperstructure work 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. |
| 41 | Note: |
| 42 | 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, finishes,other minor construction materials, shuttering, staging, masonry work,as per requirementwith all bye-works and sundry works complete as per drawings. |
| 43 | SINGLE STOREY BUILDING WORKS (Superstructure) Construction & handing over ofSingle storey RCC framed structre Utility/Office building/Control room building complete in all respect as per drawings (to be supplied by Owner) and as per scope, technical specification and directions of Engineer-in-charge. Note :- 1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement/PCC cement ,brick crushing strength of not less than 50 kg/cm2 , RCC,R/F steel, inserts,chequared plate , bolts, conduits, finishes, other minor construction materials, shuttering, staging etc.shoring/strutting, bailing and pumping out water, masonry work, DPC, plastering, painting, false ceiling, flooring/ false flooring & electrical trench, water proof treatment on roof, anti termite treatement below foundation and floors, plumbing, sanitation, Door & Window, Construction of staircase/Cat ladder allfinishing work etc. with all bye works and sundry works complete in all respects. 2. Foundation/ sub-structure to bepaid separately vide respective item. 3.To be read with in conjunction with Particular Job Specification and tender drawings. |
| 44 | PAYMENTSCHEDULE: The payment schedule for this item shall be as follows: 1.40% on casting of roof and completion of brickwork up to roof level. 2.15%on completion of all plumbing, sanitation, water proof treatment on roof, sewerage works inside and outside of the building. 3.35%on completion of all electrical, false ceiling, flooring &finishing works inside and outside of the building. 4.10% on handing over of the completed building to the owner. |
| 45 | PAVER BLOCK FLOORING 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. |
| 46 | Note :- |
| 47 | 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. |
| 48 | 2.PCC below paver shall be paid separately vide respective item. |
| 49 | SINGLE S.S.TUBE TRENCH IN FORECOURT Providing and construction ofSingle SS tube trench in brick masonry over the 100 mm thick PCC (1:3:6)base with precast SFRC coversof 600x550X 70 mm thk along with edge angle (ISA 75x75x6) and fixing of ISA 50x50x6 for supporting pipe trays @ spacing of 1000 mm c/c along the trench, including 12 mm in CM 1:4 plastering of walls of trenches complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 50 | Note: |
| 51 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, bricks, Edge angle, angle for supporting pipe trays, precast SFRC covers (600X550X70), aggregates / sand , finishes, bitumen, other minor construction materials, shuttering , staging, earthwork in excavation and backfilling using serviceable/ borrow earth in all conditions, shoring/strutting, bailing and pumping out water, masonry work, plastering etc. with all bye works and sundry works. 2.To be read with in conjunction with Particular Job Specification and tender drawings. |
| 52 | DOUBLE S.S.TUBE TRENCH IN FORECOURT Providing and construction ofdouble SS tube trench in brick masonry over the 100 mm thick PCC (1:3:6)base with precast SFRC covers of 600x550X 70 mm thk along with edge angle (ISA 75x75x6) and fixing of ISA 50x50x6 for supporting pipe trays @ spacing of 1000 mm c/c along the trench, including 12 mm in CM 1:4 plastering of walls of trenches complete in all respect as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-in-charge. |
| 53 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement, bricks, Edge angle, angle for supporting pipe trays, precast SFRC covers(600X550X70), aggregates / sand , finishes, bitumen, other minor construction materials, shuttering , staging, earthwork in excavation and backfilling using serviceable/ borrow earth in all conditions, shoring/strutting, bailing and pumping out water, masonry work, plastering etc. with all bye works and sundry works. 2.To be read with in conjunction with Particular Job Specification and tender drawings. |
| 54 | PLASTERING 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. |
| 55 | Note: |
| 56 | 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. |
| 57 | PLINTH PROTECTION 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. |
| 58 | PRE CAST COVERS 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. |
| 59 | Note :- |
| 60 | 1. The reinforcement shall be paid separately vide respective item. |
| 61 | INSERTS Supplying, Fabricating, Fixing at all levels and positions Steel embedments/ Insertslike Plates,Angle, Channels,Anchor boxes, MSpipe Sleeves includingthreading etc.,including two coats of approved quality Synthetic enamel paint over a primer coat on the exposedSurfaces wherevernecessary, complete as per Drawings, Specificationsand directions of theEngineer-in-charge. (Jigs, Templatesand Fixtureswillnot be paidseperately). |
| 62 | BOLTS Supplying and Fixing BOLTS & NUTSas per IS: 2062 /SAE 1018 with minimum yield strength of 250 MPAin concrete at all levels and positions, bolts with nutsand 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. |
| 63 | CONTRACTION JOINTS Providing 5mm wide 12mm deep groove by groove cutting machine in construction joint in RCC flooring,providing and filling with bituminous sand sealant including approved primer all complete as per drawing, specification and instruction of Engineer. |
| 64 | EXPANSION JOINTS 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 |
| 65 | GROUTING 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. |
| 66 | G.I.PIPES 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. |
| 67 | 50 mm nominal bore |
| 68 | 100 mm nominal bore |
| 69 | 150 mm nominal bore |
| 70 | CONCRETE PIPES (NP3 TYPE) Providing and laying non-pressure NP3 class (medium duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including trenching and filling complete as per direction of Engineer in charge. |
| 71 | 150 mm dia |
| 72 | 300 mm dia |
| 73 | 600 mm dia |
| 74 | RAIN WATER HARVESTING PIT 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. |
| 75 | 1.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. 2.To be read with in conjunction with Particular Job Specification and tender drawings. |
| 76 | BOULDER SOLING 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. |
| 77 | STONE AGGREGATE Supplying, stacking and spreadingof stone aggregate of size 53 mm to 22.4 mm at desired locationsinside the plot over well compacted earth complete as per construction drawing and as directed by Engineer-in-charge. |
| 78 | KERB STONE FIXING Providing and fixing precast concrete Kerb stones (125 wide X 300 deep approx.) of M-30 grade or equivalent of approved make and shapeat or near ground level as per approved pattern and setting in position with cement mortar 1:3 (1 cement : 3 coarse sand) including the cost of required centering, shuttering and finishing smooth with 6 mm thick cement plaster 1:3 (1 cement : 3 fine sand) wherever required over 75 mm thick PCC M-10 levelling course, complete in all respects as per scope of work, detailed construction drawings, technical specifications and directions of the Engineer-In-Charge. |
| 79 | 1. Rate to include all labour, tools, tackles, factory manufactured & steam cured Kerb Stones, shuttering, transportation, water charges, earth work if any, PCC etc complete. |
| 80 | GULLY TRAP Providing and fixing square mouth S.W. 100x100 mm size P type gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I. cover with frame of 300x300 mm size (inside) the weight of cover to be not less than 4.5 kg and frame to be not less than 2.70 kg as per standard design with common burnt clay bricks of class designation 5.0 |
| 81 | BRICK MASONRY MANHOLES Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with RCC top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard designincluding excavation,backfilling and disposal of surplus earth complete as per specifications, drawings and direction of Engineer-in-Charge. |
| 82 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg with common burnt clay bricks of class designation 5.0 |
| 83 | Extra for depth for manholes |
| 84 | GLAZED STONEWARE PIPES Providing, laying and jointing glazed stone ware pipe class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 ( 1 Cement : 1 Fine Sand) including embedding in PCC M-10, making haunches, necessary excavation, backfilling and testing of joints etc complete as per specification andupto 1.5m depth. (PCC shall be paid separately). |
| 85 | 100 mm dia |
| 86 | 150 mm dia |
| 87 | SEPTIC TANK Providing and construction of septic tank in brick masonry with common burnt clay bricks of class designation 5.0 and base and top slabin RCC M25 complete in all respect as per scope of work, detailed construction drawings , technical specifications and directions of the Engineer-in-charge. |
| 88 | TYPE-I for 20 Users |
| 89 | Note: |
| 90 | Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade cement including CI vent, CI manhole cover, SW fittings, PVC coated rungs, brick, inserts, bolts covers, aggregates / sand fill conduits finishes in excavation and backfilling using strutting, bailing and pumping out water, masonry work, plastering, plumbing, sanitation, etc. with al bye works and sundry works. Scope of construction is from inlet chamber to outlet chamber. Over all depth of chamber may very as per site condition. 2.To be read with in conjunction with Particular Job Specification and tender drawings. |
| 91 | SOAK PIT Making soak pit 2.5 m outside diameter and total depth of 2.5m with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay bricks of class designation 7.5.item to be read with in conjunction with Particular Job Specification and tender drawings. |
| 92 | PROVIDING AND FIXING GRANITE STONE OVER DISPENSOR ISLAND Providing and fixing 20 mm thickpolished, machine cut granite stone for dispenser islands of required size and approved quality laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand) with joints treated with white cement , mixed with matching pigment, epoxy touchups, including rubbing, making edge moulding, curing etc all complete as per detailed construction drawings , technical specifications and directions of the Engineer-In-Charge. |
| 93 | Note: 1. Rate to include all labour, tools, tackles, hire charges, water charges etc complete. |
| 94 | WALL-CARE PUTTY Providing and applying wall-care Putty on plastered surfaces on internal walls for smooth and dry surface essential for painting, after removing all loosely adhering material from the wall surface. The substrate should be clean, free from dust, grease and loose materials. Dry and absorbent surfaces should be moistened with sufficient quantity of clean water. Apply the first coat on already moistened wall surface from bottom to upward direction uniformly. After drying of first coat of putty just rub the surface gently with west sponge or rub the surface very gently with the putty blade in order to remove the loose particles. Allow the surface to dry for at-least 3 hours and then apply second coat of putty. Leave the surface to dry completely. After drying of second coat remove marks if any with the help of moist sponge or rub the surface very gently with the putty blade. Leave the surface to dry preferably for overnight. The total thickness of the coats should be limited to maximum 1.5mm. The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC. |
| 95 | EXTERNAL EMULSION PAINT Providing and applying two coats of external emulsion paint of approvedshade, at all locations over and including a priming coat over wall surface, bands, parapet etc., including preparation of surface complete with all bye works complete as per specification and direction of the Engineer. Total = 1 Coat of Primer/Snowcem + 2 Coat of Emulsion Paint One coat means painting the surface first with vertical stroke, followed by horizontal stroke. Each coat shall be allowed to dry before next one is applied. Further each coat shall be inspected and approved by the Site-in-charge before the subsequent coat is applied. The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC. |
| 96 | PLASTIC EMULSION PAINT Providing and applying acrylic plastic emulsion paint of approved make and shade to give an even shade over a primer coat as per manufacturers recommendations after applying putty to level and plumb and finishing with 3 coats of plastic with roller to get matt finish. Base coating shall be as per manufacturers recommendation for coverage of paint all complete to the satisfaction of EIC.Any type of Crack/fine line shall be filled withwhite cement and fine plaster added withwaterproofing compoud .Wall care putty shall be before painting. |
| 97 | LIME PAINT Supply & application of 1 coat of primer and 2 coats of lime paint (1 Lime: 3 Water) on surface of wall at all heights and depth including preparation of base, scaffolding complete with all bye works, specification and direction of the Engineer. Clean gum shall be dissolved in hot water and ultramarine blue of approved quality and quantity as directed by Site-in-charge, shall be added and thoroughly mixed. Total Coats = 1 Coat of Primer + 2 Coat of lime paint. One coat means painting the surface first with vertical stroke, followed by horizontal stroke. Each coat shall be allowed to dry before next one is applied. Further each coat shall be inspected and approved by the Site-in-charge before the subsequent coat is applied. The job to be executed as per attached technical specifications, job procedures etc. complete and as directed by EIC.Rate to include whitening, scaffolding, tools & tackles etc complete. |
| 98 | EXTERNAL DEVELOPMENT Preparing the bed by scarifying and deweeding existing surface, placing humus earth mixed with manure/cow dung in the ratio of 8:1 for a depth of 30 cm, rough dressing, fine dressing, levelling and flooding with water, planting of selection 1 species of grass with5 cm X 5 cm spacing as indicated by site incharge and thereafter maintenance and watering for 45 days including all labours, tools, tackle, complete. |
| 99 | Note: 1.Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as earth, plant material, manure, pesticides, earthwork etc., with all bye works and sundry works. 2. The rate to include all replacements, maintenance, watering etc. for 1 year. 3. To be read in conjunction with relevent clause of PJS. |
| 100 | SPEED BREAKER supply and installation of high grade rubber and PVC made Speed Breakers at ingress and egress. Make, size and type shall be as per directions of Engineer-In-Charge |
| 101 | ROAD WORKS |
| 102 | GRANULAR SUB BASE 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. |
| 103 | Note 1: |
| 104 | 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 0.425 mm 10-25 0.075 mm3-10 |
| 105 | WET MIX MACADAM Providing, laying, spreading, and compacting graded stone aggregateto wet mix macadam specifications as perTable no 400 - 11 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 a layer of 105mm thickness over GSB Layer. |
| 106 | Note 1: |
| 107 | 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 0.06 mm8-22 0.075 mm0-8 |
| 108 | REINFORCED CEMENT CONCRETE IN PAVING/GRADE SLAB WITH VACUUM DEWATERED CONCRETING USING TREMIX OR EQUIVALENT METHOD 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. |
| 109 | Note: |
| 110 | 1. Rate to include cost of all labour, tools, tackles, equipment, hire charges, supply of all materials such as minimum 43 grade OPC cement, coarse and fine aggregates, admixtures, other minor construction materials, testing of concrete, curing etc. with all bye works and sundry works complete. |
| 111 | 2. Reinforcement & Expansion Joints shall be paid separately vide respective item. |
| 112 | EXPANSION JOINTS FOR ROADS 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. |
| 113 | PART-II ELECTRICAL |
| 114 | Supply,Transportation, installation, testing, commissioning of Lighting Distribution Boards (LDBs): |
| 115 | Surface/RecessmountedLighting Panel (LDB) for Building Lighting consisting of 63 Amp & 32 Amp (100mA sensitivity) 4 Pole RCBO as incomers(Grid+Invertor supply) along with two isolated Cu busbar and 10 Nos. 10A DP MCBs & 10 Nos. 16A DP MCBs as out goings complete with ammeter ,indication lamp etc. |
| 116 | Dismantling & Re-installation of Lighting Poles |
| 117 | Dismantling of existing Lighting Poles including their control gear box, respective foundation, safely removing all the cables connected to these poles with all other associated accessories including making good the disturbed road/ infrastructure in all respect andand re-installation of all these poles including fixture, foundations, cabling and other associated accessories at new location within the terminal as per direction of Engineer In Charge/ Contruction drawings. |
| 118 | LT Power cables |
| 119 | Supply,transportation laying, termination, testing and commissioning of the 1.1kV grade XLPE insulated, PVC sheathed, FRLS power and control cables (conforming to IS:7098 and specification).of following sizes in trenches/ excavated under ground trench /trays, pulling through pipes and its proper sealing,including supply and installation of all cable accessories and erection material items such as cable tags, cable jointing, route markers, double compression FLP/Non FLP glands as per the requirement, ferrules, lugs, sleeves, JB, preparation of cable trench,road/ RCC / paved area cutting & restoring ; sealing compound (for sealing of cables in field) & G.I. pipes (Class B) for entering in MCC/Control rooms and its sealing, terminations at both ends, etc.as per tender specification |
| 120 | 4C x 6 mm2 2XWY |
| 121 | 3C x 2.5 mm2 2XWY |
| 122 | 2C x 4 mm2 2XWY |
| 123 | Supply, Installation, testing & commissioning of point wiring as per details in construction drawing & specificationincludes PVC conduits in ceiling, complete wiring including flexible wire (FRLSH PVC), switch boxes & switches (ANCHOR ROMA make or equivalent), Multi strand Flexible FRLSH PVC insulated copper conductor wires/cables for following items (Wiring from DB to Switchboard is included in the point wiring)- |
| 124 | Surface/ recess mounted LED light fixture with LED lamp (type LCTLRN-36 -CDL/ LCTLSNE-36-CDL of CG make or equivalent). |
| 125 | Surface/ recess mounted LED light fixture with LED lamp (type LCTLRN-18 -CDL of CG make or equivalent). |
| 126 | Emergency LED Exit Light For Emergency Evacuation and Fire Purpose with 3 hours battery backup (type - PEL 111 E/NM/V PEL or Equivalent) |
| 127 | Exhaust fan (Industrial type 300/450 mm) with louvers,950 rpm,55watt. |
| 128 | Socket outlet (5/15 Amp combination) |
| 129 | 20 Amp sheet steel enclosed industrial type socket with 20 Amp DP MCB for AC. |
| 130 | Lighting Switchboard unit - pre wired , flush mounted with thickbakelite cover with conduit knock outs on the sides & having 240V, 5Aswitches – 8 Nos. &5A Switch Sockets – 2 No.or as per requirement. |
| 131 | Ceiling fan with electronic regulator ( Energy efficent, 50W, 1200 mm sweep) |
| 132 | Wall mounted fan with electronic regulator ( Energy efficent, 50W, 400 mm sweep, 1300 rpm) etc complete in all respect for wall mounting |
| 133 | Supply and laying of following sizes of class "B" G.I.Pipe in required length fixed on steel, concrete or similar sructure, laid in trenches, ready to be buried in concrete including cutting, threading, bending and similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc. small civil works, including all labour and materials complete as per approved drawingsand directions of Engineer-In-Charge. |
| 134 | 50 mm NB |
| 135 | 100 mm NB |
| 136 | Supply, Installation, Erection of following Hot Dip Galvanized Ladder/Perforated Typecable trays (as per EN ISO 1461) including bends, tee, crosses,horizontal and vertical splices 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 |
| 137 | Ladder type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes. |
| 138 | 150 mm wide |
| 139 | 300 mmwide |
| 140 | Perforated type, made from 50mm height and 2.5 mm thick sheet steel & galvanized (86 microns) of following sizes. |
| 141 | 150mm wide |
| 142 | 300mm wide |
| 143 | Erection Material |
| 144 | Supply, Fabrication and errection of MS base frame support for switch gear and bracket for misc. electrical equipment, cable and cable tray support 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. |
| 145 | Telephone & LAN |
| 146 | Supply, Installation, testing and commisioning of telephone sockets (Piano reed Type) in recess PVC conduit including PVC conduit,telephone socket,cable,accessories etc as required. |
| 147 | Supply, Installation, testing and commisisoning of LAN sockets (Piano reed Type) in recess PVC conduit including PVC conduit,LAN socket,cable,accessories etc as required. |
| 148 | Supply of 10 pairs, jelly filled/aerial self supporting armoured Telephone Cable, includingaccessories etc as required. |
| 149 | Supply of 2 pairs, jelly filled/aerial self supporting armoured Telephone Cable, includingaccessories etc as required. |
| 150 | Supply of UTP cable (CAT 6) |
| 151 | Main Distribution Frame - 10 pair |
| 152 | Managed LAN switch with single incomer and 8 nos out going port complete in all respect. |
| 153 | OUTDOOR LIGHTING |
| 154 | Design, engineering, shop testing, Supply , Erection, testing & Commissioning, packing and forwarding, transportation, delivery at storage and from storage to sitelighting fixtures complete with mounting bracket, flame proof/non flame 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, drawings and instruction of Engineer-in-charge.Work to be completed in all respects. |
| 155 | Flame proof integral/ Non integral well glass type fixture with 72W LED lamp with flame proof control gear box/JBs(four way) and shall be suitable to fit onbuilding/ structure roof/pole (Make CGL model no.FWL 1212IH/B 72W or equivalent) . |
| 156 | Street lighting pole 6mtr high GI octagonal pole complete with bracket, GI clamps for fixing flame proof control gear box as per standard drawing (MEC/SD/05/E9/77/04) & specification (MEC/TS/05/E9/077B).( Make shall be from approved venor list) |
| 157 | PART-III FPS |
| 158 | MECHANICAL WORKS |
| 159 | PLANT PIPING(ABOVEGROUND) SUPPLY, FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF PIPING : |
| 160 | SUPPLY OF PIPES: Complete work of supply of ERW pipes with fittings, Flanges etc.,including all taxes, duties, transportation and inspection charges but not limited to, the following itemsin accordance with relevant specifications , drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. |
| 161 | FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF Above Ground pipes: Receiving and taking over / handling of all supplied materials from Contractor"s / Owner"s designated place(s), transportation including loading, unloading, handling from Contractor"s /Owner"s designated place(s) to Contractor"s own stock yard(s)/ work site(s)/ work shop(s) including arranging all necessarystorage area(s) thereof, as required; supply of all balance materials (except supply of those specified subsequently in SOR), equipment, consumables as defined in Contractor"s scope of supply and their transportation to the work site(s); performing all above ground piping fabrication works including cutting,edge preparation (inclusive of grinding the edges of pipes, fittings etc. to match with the matching edges of uneven/ different thickness wherever required) including, fit up, bending, pre-heating wherever required, welding, threading etc.; fabrication of fittings like miter bends, tees, reducers etc other than thosein the scope of contractor and erection of the same, erection of pipes of all types and thickness over sleepers, overhead on racks and at all elevations; hook-up with, existing header, equipments etc, fittings of all sizes i.e.elbows, reducers, tees, "blind flanges, including fixing of all types of gaskets , bolts, studs and nuts of all sizes; cleaning and flushing, carrying out hydrostatic test at 15 kg/cm2 (g) (minimum 1.50 times the design pressure) ,carrying out 10% non-destructive testing of each size such as radiography by gamma ray, magnetic particle, liquid penetration etc.,pre-commissioning and commissioning; surface preparation, primer, painting complete ofpipeline with fittings as per MECON painting specification no. MEC/S/05/21/07, Painting to be done by spray only, clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner"s designated place(s);completing all works in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge. Supply of paints, solvents and primers , preparation of surfaces by sand/grit blasting using one of the abrasives and application of Zinc Ethyl Silicate Primer (P1- One coat @ 75 microns DFT / coat), Two pack epoxy – polyamid mioIntermediate / undercoat paint (U1- One coat @ 100 microns DFT/coat minimum) and Two pack aliphatic acrylic polyurethane finish paint ( F2-Two Coats @ 40 microns DFT /coat minimum) suitable fornormal corrosive painting environment as defined in contract document. Identification, lettering/ numbering, colour coding and colour bands as per Industry Quality Control manual etc. as specified including rub down and touch up of shop primer or scrapping of shop primer wherever required and providing of scaffolding for all heights, labour, materials, tools and tackles, consumables, supervision etc. to complete the work in all respect as per Specification, Drawings,Standards and instruction of Engineer-in-Charge. Painting shall be done by spray only. |
| 162 | 10 INCH, IS: 3589,Thk.-7.1 mm |
| 163 | 8 INCH, IS: 3589,Thk.-6.3 mm |
| 164 | 6 INCH, IS: 1239,Thk.- Heavy |
| 165 | 4 INCH, IS: 1239,Thk.- Heavy |
| 166 | 3 INCH, IS: 1239,Thk.- Heavy |
| 167 | 2 INCH, IS: 1239,Thk.- Heavy |
| 168 | 1 INCH, IS: 1239,Thk.- Heavy |
| 169 | 3/4 INCH, IS: 1239,Thk.- Heavy |
| 170 | PLANT PIPING(UNDER GROUND) SUPPLY, FABRICATION, ERECTION, INSTALLATION, WRAPPING & COATINGAND TESTING OF PIPING : |
| 171 | SUPPLY OF PIPES: Complete work of supply of ERW pipes with fittings, flanges etc.,including all taxes, duties, transportation and inspection charges but not limited to, the following itemsin accordance with relevant specifications indicated in scope of work indicated in SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. |
| 172 | FABRICATION, ERECTION, INSTALLATION, PAINTING AND TESTING OF Under Ground pipes: Receiving and taking over of all Owner supplied materials from Owner"s designated place(s) of issue, transportation including loading, unloading, handling from Owner"s designated place(s) of issue to Contractor"s own stock yard(s)/ work site(s)/ work shop(s) including arranging all necessarystorage area(s) thereof, as required; supply of all balance materials (except those specified subsequently in SOR), equipment, consumables as defined in Contractor"s scope of supply and their transportation to the work site(s); performing allunder ground piping fabrication works including cutting,edge preparation (inclusive of grinding the edges of pipes, fittings etc. to match with the matching edges of uneven/ different thickness wherever required) including, fit up, bending, pre-heating wherever required, welding, threading /tapping etc.,; hook-up with, existing header, equipments etc, fittings of all sizes i.e.elbows, reducers, tees, "blind flanges, including fixing of all types of gaskets , bolts, studs and nuts of all sizes; |
| 173 | Cleaning and flushing, carrying out hydrostatic test at 15 kg/cm2 (g) (minimum 1.50 times the design pressure) ,carrying out 10% non-destructive testing of each size such as radiography by gamma ray, magnetic particle, liquid penetration etc., pre-commissioning and commissioning;clean-up and restoration of site, preparation of as built drawings, documents and project records; transportation of surplus free issue materials to Owner"s designated place(s);completing all works in all respects as per the AFC drawings, specifications, standards and other provisions of Contract and instruction of Engineer-in-Charge. Job also includes trenching to all types of soil to specified depth, laying the already wrapped and coated pipes, back filling the trenches with available approved soil and also laying the pipes through hume pipes/culverts. Cost of wrapping as per IS: 10221 to be included in the cost including supply of wrapping materials. Cost of supply of hume pipes for road crossing also to be included. |
| 174 | 8 INCH, IS: 3589,Thk.-6.3 mm,A33A, |
| 175 | 6 INCH, IS: 1239,Thk.- Heavy, A33A |
| 176 | 4 INCH, IS: 1239,Thk.- Heavy, A33A |
| 177 | SUPPLY AND ERECTION OF VALVES Complete work of supply & erection of valves including Design, Engineering, Manufacturing, Testing, Inspection,Packaging, Forwarding, Transportation to store,supply and erection of matching companion flanges,gaskets, fasteners, nuts & studs, etc. but not limited to, the following itemsin accordance with relevant specifications indicated in scope of work,drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT.Handling including lifting and transportation from Owner"s/ Contractor"s own storage yard to work site and installation of all types of valve by bolting, threading or welding,including supply of gaskets, nuts & studs, etc. and insertion/ erection of the same on either side of flanged valve at all elevations of pipe sleepers, supports or overhead on racks, equipments nozzle, pumps & 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 of valves wherever requried. |
| 178 | Gate Valves as per details below: |
| 179 | Size - 10 INCH, Rating - 150 |
| 180 | Size - 8 INCH, Rating - 150 |
| 181 | Size - 6 INCH, Rating - 150 |
| 182 | Size - 4 INCH, Rating - 150 |
| 183 | Size - 3 INCH, Rating - 150 |
| 184 | Size - 2 INCH, Rating - 150 |
| 185 | Tripple Offset Butterfly Valves as per details below: |
| 186 | Size - 4 INCH, Rating - 150 |
| 187 | Ball Valves as per details below: |
| 188 | Size - 2 INCH, Rating - 150 |
| 189 | Size - 1 INCH, Rating - 150 |
| 190 | Size - 3/4 INCH, Rating - 150 |
| 191 | Size - 1/2 INCH, Rating - 150 |
| 192 | Non Return Valves as per details below |
| 193 | Size - 6 INCH, Rating - 150 |
| 194 | Size - 3 INCH, Rating - 150 |
| 195 | Size - 2 INCH, Rating - 150 |
| 196 | Pressure Safety Valve (Max pressure=10 kg/cm2) |
| 197 | Expansion Bellow as per details below:- |
| 198 | Size - 6 INCH, Rating - 150 |
| 199 | Size - 2 INCH, Rating - 150 |
| 200 | SUPPLY & ERECTION OF Y /T TYPE STRAINER Design, Engineering, Manufacturing, Testing, Inspection, supply & erection including Packaging, Forwarding, Transportation, supply and erection of matching companion flanges,gaskets, fasteners, nuts & Stud , etc. to store of "Y / T" type strainer with cast Steel body & SS strainer as per approved Drg.,/ Data Sheet/ PJS etc but not limited to, the following in accordance with relevant specifications , drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT as per details below. Handling including lifting and transportation from Owner"s/ Contractor"s own storage yard to work site and installation & commissioning of"Y / T" type strainer with cast Steel body & SS strainer by bolting, threading or welding,including supply of gaskets, nuts & bolts, etc. and insertion/ erection of the same on either side of flanged valve at all elevations of pipe sleepers, supports or overhead on racks,pumps & 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 requried as per details below. |
| 201 | 8" T/Y Type Strainer - 150# |
| 202 | 4" T/Y Type Strainer - 150# |
| 203 | 3" T/Y Type Strainer - 150# |
| 204 | HYDRANT SYSTEM Complete work of supply & erection including Design, Engineering, Manufacturing, Testing, Inspection,Packaging, Forwarding, Transportation to store,gaskets, fasteners, nuts & bolts, etc but not limited to, the following itemsin accordance with relevant specifications indicated in scope of work, SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. |
| 205 | Supply & Erection of stand post type hydrant with single outlet 3" inlet bronze landing valve (conforming to IS : 5290 : 1993 ) with matching flanges (Conforming to IS : 6392 Table-17 / ANSI B 16.5),with control fitted with 63 mm dia instantaneous female coupling on the outlet complete with orifice flange as required for network pressure ranging from 9 to 10.5 Kg/cm2, blank cap and chain. bolts, nuts and gaskets, etc., complete as per data sheet & technical specification . (1 set consists of 1 no. of single valves with stand post & matching flange, gaskets, nut & bolt all complete). The assembly shall be suitable for direct erection over companion flange on branch outlet from main header. Handling including lifting and transportation from Owner"s/ Contractor"s own storage yard to work site and installation by bolting, threading or welding,including insertion/ erection of matching companion flanges,gaskets, fasteners, nuts & bolts, 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 requried. |
| 206 | Supply & Erection of 1750 LPMstand post type water cum foam monitor (UL Listed / FM Approved) as per Data sheet & Technical Specification with jet / spray nozzle with drain provision and all other accessories including suitable orifice plate for network pressure ranging from 8 to 10.5 Kg/cm2 and matching flanges of 4" size confirming to IS: 6392 Table - 17, bolts, nuts and gaskets complete including painting as specified & directed by EIC. Handling including lifting and transportation from Owner"s/ Contractor"s own storage yard to work site andErection by bolting, threading or welding,including insertion/ erection of matching companion flanges,gaskets, fasteners, nuts & bolts 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/ cleaningwherever requried. |
| 207 | Supply & Erection of FRP fire hose cabinet suitable for accommodating2 nos of 15 mtrs longcanvas hose with coupling, branch pipe and nozzle for external hydrants with double glass door, lock & key including outdoor mounting arrangementcomplete as specified. Necessary hangers and brackets for hose, nozzle and branch pipe or universal branch pipe to be provided within the cabinet. Provision for putting key of the cabinet shall also be provided.Handling including lifting and transportation from Owner"s/ Contractor"s own storage yard to work site andErection of FRP fire hose cabinet including 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/ cleaningwherever requried. |
| 208 | Supply of 63 mm dia 15 m longRRL Hose including gunmetal male and female instanteneous type coupling , machine wound with GI wire complete in all respects. Hose to IS:636 type A, UL Listed / FM Approved and coupling to IS:903:1984 with ISI certification. (One set consists of 2 nos each of 15m length) |
| 209 | Supply of Jet Nozzle with branch pipe ( IS 903) |
| 210 | 4 way Fire Brigade Inlet |
| 211 | HIGH EXPANSION FOAM GENERATORS |
| 212 | Complete work comprising of Design, Engineering, Supply, Inspection, Erection, testing & commissioningof Water Turbine Powered based High Expansion Foam Generators (Fixed Type) with by-pass system along with inlet coupling& pressure gauge, Fixed Inline foam Inductor ,Foam pick up tube, strainer & ball valve complete as per the technical specificatrion .The Generator shall meet the stipulations of OISD/ technical specification . |
| 213 | Complete work comprising of Design, Engineering, Supply, Inspection, Erection, testing & commissioning of Water Turbine Powered based High Expansion Foam Generators (Portable Type) along with by-pass system inlet coupling, portable type Inline Foam Inductor, Foam pick up tube, strainer & ball valve complete as per the technical specificatrion . The Generator shall meet the stipulations of OISD/ technical specification. |
| 214 | SUPPLY & ERECTION OF ITEMS/COMPONENTS RELATED TO FIXED FOAM SYSTEM |
| 215 | Foam Solutionper tender spec. confirming to IS-4989 Part-II & UL listed, 3% concentrate filled in 200/210 ltr HDPE barrels. |
| 216 | Foam Solutionper tender spec. confirming to IS-4989 Part-II & UL listed, 3% concentrate filled in 1000 ltr HDPETote. The outer frame shall beRigid welded hot dipped galvanized tubular steel cage. Bottom plate shall be galvanized steel base shaped for inner container support and stability. |
| 217 | ROTATING EQUIPMENT WORKS- MECHANICAL WORKS (SUPPLY & ERECTION) |
| 218 | DIESEL ENGINEDRIVEN FIRE MAIN PUMP |
| 219 | Design, Engineering, Manufacturing, Supply,Installationandcommissioning(includingpackagingandforwarding, insurance,handlingandunloadingat GGL Kosikalan ofDiesel engine driven Horizontal centrifugal pumping set, Horizontal Split casing pump (Conforming toMECON TS No. MEC/TS/05/28/081/05) with bronze impeller with C.I. Bodyand pump accessories complete and connected by a flexible coupling to a water cooled diesel engine (Conforming to IS : 10002) mounted on a common structural base plate, complete with panels, dry type batteries (including one spare battery) battery charging, cooling system, fuel tank, fuel system, automatic starting arrangement, exhaust pipe (with mineral wool/ rock wool insulation of specified thickness as per EIC)of required length to discharge at suitable height as perMECON TS No. MEC/TS/05/28/081/05 with muffler to meet latest environmental norms, day oil tank (storage of 8 hrs. running capacity) mounted on suitable structural/Civil supports, matching flanges (conforming to IS:6392 table - 17), SS bolts, nuts, gaskets, common base plate, flexible coupling, coupling guard, power and control cable, consumables, compulsory erection & commissioning spares, first fill of lubricants, Special Tools Tackles etc., Configuration, Interfacing, assistance in erection at site, Integrated Testing & Commissioning as per Job specifications and Special Instructions enclosed. The diesel driven pump shall be started automatically through a pressure transmitter and stopped manually. Provision of signal output to control room shall be there in the pump panel to be installed in pump house.The work shall be carried out as per MECON TS No. MEC/TS/05/28/081/05 for pumps and MEC/TS/05/28/081/09 for Diesel Engines. Themainpumpshallbestartedautomaticallythroughapressuretransmitterandstopped manually.Provisionof signal output to control room shall be there in the pump panel to be installed in pump house.The work shall be carried out as per direction of Engineer in Charge. Capacity of Pump:27 m3/hr. Head:88 mwc Engine BHP :Suitable size to be furnished by the bidder with sizing calculation. |
| 220 | ELECTRICAL MOTOR DRIVEN MAIN FIRE PUMP. |
| 221 | Design, Engineering, Manufacturing, Supply , Installation and commissioning (including packaging and forwarding, insurance, handling and unloadingat GGL Kosikalan ofMotor driven Horizontal centrifugal pumping set, Horizontal Split casing pump (Conforming toMECON TS No. MEC/TS/05/28/081/05) with bronze impeller with C.I. Bodyand pump accessories complete and connected by a flexible coupling with Electirc motorincluding electric motor, Cable, commonbaseframe,matchingflanges(conformingtoIS:6392table-17),SSbolts,nuts,gaskets, coupling,couplingguard,foundationbolts,nutsandgaskets,electrics,instrumentation, cablelaying, starting panels with soft starter, consumables, compulsory erection & commissioning spares, first fill of lubricants, special tools tackles, configuration, interfacing, integrated testing & commissioning as per job specifications and special instructions enclosed. The main pump shall be started automatically through a pressure transmitter and stopped manually. Provision of signal output to control room shall be there in the pumppaneltobeinstalledinpumphouse. The work shall be carried out as per direction of Engineer in Charge. Capacity of Pump:27 m3/hr Head: 88 mwc Motor KW: Suitable size to be furnished by bidder with sizing calculation |
| 222 | ELECTRIC MOTOR JOCKEY PUMP |
| 223 | Design, Engineering, Manufacturing, Supply , Installation and commissioning (including packaging and forwarding, insurance, handling and unloadingat GGL Kosikalan ofMotor driven Horizontal centrifugal Jockey pumping set, Horizontal Split casing pump (Conforming toMECON TS No. MEC/TS/05/28/081/05) with bronze impeller with C.I. Bodyand pump accessories complete and connected by a flexible coupling with Electirc motorincluding electric motor, Cable, commonbaseframe,matchingflanges(conformingtoIS:6392table-17),SSbolts,nuts,gaskets, coupling,couplingguard,foundationbolts,nutsandgaskets,electrics,instrumentation, cablelaying, starting panels with soft starter, consumables, compulsory erection & commissioning spares, first fill of lubricants, special tools tackles, configuration, interfacing, integrated testing & commissioning as per job specifications and special instructions enclosed. The main pump shall be started automatically through a pressure transmitter and stopped manually. Provision of signal output to control room shall be there in the pumppaneltobeinstalledinpumphouse. The work shall be carried out as per direction of Engineer in Charge. Fire Jockey Pump Capacity of Pump: 10 m3/hr Head: 88 mwc Motor KW :Suitable size to be furnished by bidder with sizing calculation |
| 224 | NOTES: 1. Price for Erection and Commissioning spares (As per Vendor’s recommendation) is to be included in the above mentioned SOR Items of Pumps. 2. Bidder shall also furnish details of special tools and tackles considered by them. Rates for all these items shall be included in the quoted rates for Pumps and shall not be paid separately. 3. The Vendor shall be completely responsible for the design, materials, manufacture & fabrication, testing, inspection, preparation for shipment,transport of the above equipment, erection, testing & commissioning strictly in accordance with the SOR and all attachment thereto. All items shall be provided with test certificates. 4. Inspection shall also be performed by Owner’s delegate, as set out and specified in the codes and particular documents forming part of this SOR |
| 225 | Supply, fabrication and erection of steel Structures for Crossovers & Structural works in & around Fire Water Pump House |
| 226 | Prepartion of fabrication drawings including bill of materials, getting approval from consultant includingsupply of raw materials, fabricationof steel structures such as columns, column bracings, roof girder/truss, roof bracings, struts, roof purlins, side girts, sag angles/rods, monorail beams,stair cases, ladders, crossover,valve operting platforms, handrailing, pipe supports, chequred plate, etc to complete the terminal work including surface preparation by sandblasting confirming to Swedish Standard SA2½ for painting, supply and application of 1st coat of Inorganic Zinc Silicate75 microns DFT , 2nd coat of Intermediateof EpoxyHigh Build Micaceous Iron Oxide(MIO) 100 microns DFT,3rd coat Finishing paint of Acrylic Polyurethane40 microns DFT and 4th coat Finishing Paint of Acrylic Polyurethane40 microns DFT(Total DFT=255 microns minimum) of approved colour .Finishing coat shall be applied one before erection and one coat after erection,including loading, transportation and unloading delivery aterection site,ofall fabricated structures ,storage and handling at site, site assembly and finally erection of structures at appropriate location, alignment and welding of all structures true to line, level, plumb and dimension.The work shall be completed in all respect as per drawings ,technical specification and direction of the Engineer-in-Charge. |
| 227 | Design, Engineering, Manufacturing, Testing, Inspection, Supply, erection testing & commissioningincluding Packaging, Forwarding, Transportation to store ofMonorail with Guided Chain pulley block & Trolley of 2T capacityas per approved Drg.,/ Data Sheet/ PJS etc in accordance with relevant specifications indicated in PJS, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. |
| 228 | INSTRUMENTATION WORKS (FOR FIRE PROTECTION SYSTEM) Complete Instrumentation work comprising of Design, Engineering, supply, erection, testing, commissioning, Inspection,Packaging, Forwarding, Transportation etc for the complete fire protection system which includes instruments (not limited to P&ID, piping GAD & other relevant documents), FRLS cables, Ex-proof JBs, Ex-proof glands,Pressure Guages,Pressure Transmiiters, Pressure Switches,Level Transmitters, SOVs. cable tray, U/G cable trench, canopies, earthing wire/ strip, logic / graphics development / modification as per site requirement in the PLC (common for plant & fire fighting system), etc. as per site requirement. |
| 229 | ELECTRICALWORKS (FOR FIRE PROTECTION SYSTEM) Complete Electrical work comprising of Design, Engineering, supply, erection, testing, commissioning, Inspection,Packaging, Forwarding, Transportation etc for the complete fire protection system which includes instruments (not limited to P&ID, piping GAD & other relevant documents), cables, LT Panel, Ex-proof glands, cable tray, U/G cable trench, canopies, earthing wire/ strip etc. as per site requirement to complete the project in all respect. |
| 230 | FIRE DETECTION & ALARM SYSTEM |
| 231 | DESIGN, ENGINEERING, SUPPLY, ERECTION, TESTING & COMMISSIONING OF FIRE DETECTION & ALARM SYSTEM FOR PORTA CABIN Intelligent addressable Fire Detection and Alarm System with fire alarm which will also have provision to receive signals from LHS system in cable trenches, detectors, response indicators, cabling , cable trays, manual gas release switch , manual gas abort switch, hooter with flasher, manual call pointsetc. all complete as per approved scheme & enclosed drawings. Work shall be carried out as per direction of EIC. Manual call points shall be installed at strategic operating locations. Provision of AC / Exhaust Tripping alongwith supply of cables, relays, glands etc. also be considred under this scope. 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 Owner"s/ 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: |
| 232 | Porta Cabin / Control Roomof Size6 m X 6m X 4m (h) |
| 233 | Note: Fire Alarm Panel & Gas Release Panel shall have provision to work on 230 V AC / 24VDC (Input Power supply ) as per availabilty of Input power at Stations. |
| 234 | MANUAL CALL POINTS Complete work of Design, Engineering, Supply, Handling, Transportation, Installation, Testing & Commissioning of Exproof & IP 67 Manual Call Points. The MCP shall be break Glass Type in Red Colour and are located at the following locations in the LCNG Terminal Area: (i) Security room,(ii)Loading /unloading Pump area, (iii) Truck Unloading area (iv) Outside the Dyke area towards LCNG storage tank. These manual call points shall be hard wired to PLC.The scope of work also includes supply,inspection,laying,termination & testing of required quantities of cable as per MCP location along with necessary hardware or other accessories required to enhance the functionality,operationof the complete system. |
| 235 | SUPPLY OF SAFETY EQUIPMENTS & HAND APPLIANCES |
| 236 | DRY CHEMICAL POWDER TYPE FIRE EXTINGUISHER (STORED PRESSURE TYPE) Supply & Installation of Dry Chemical Powder type fire extinguisheras per IS: 15683-2006 & MECON TS no. MEC/TS/05/28/081/26 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. 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 |
| 237 | 4 Kg Capacity |
| 238 | 9 Kg Capacity |
| 239 | 25 Kg Capacity (Trolley mounted) |
| 240 | CO2 TYPE FIRE EXTINGUISHERS Supply & Installation of CO2 type fire extinguishers with steel cylinder with dischange valve as per MECON TSno. MEC/TS/05/28/081/25 and conforming to IS:15683. Extinguisher shall be painted with red enamel paint. 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 |
| 241 | Capacity4.5 kg. |
| 242 | MECHANICAL FOAM TYPE FIRE EXTINGUISHER Supply & Installation of Portable fire extinguisher mechanical form (Gas cartridge) type of 9 litres capacity with initial charge manufactured as per IS 15683 with ISI mark.The refills shall be manufactured as per IS 4989 (Part-II)- 1984 with ISI marked. The cartridge shall be manufactured as per IS:4947- 1985 with ISI mark. The extinguisher will be painted with fire red colour and will be provided with all accessories, wall mounting brackets and screws. 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 |
| 243 | Capacity 9 Ltr |
| 244 | FIRE BUCKETS Supply and installation of galvenised steel set of4 fire buckets (9 Ltrs. Cap) as per technical specification no. MEC/TS/05/28/081/03 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 |
| 245 | EYE WASH SHOWER (STAINLESS STEEL) Complete work of supply & installation including Design, Engineering, Manufacturing, Testing, Inspection,Packaging, Forwarding, Transportation to store,of Eye Wash shower pedestal mounted along with supply & laying of required GI Heavy Pipes, fittings Isolation valves , etc but not limited to, the following itemsin accordance with relevant specifications indicated in scope of work, SCC, drawings, specification and instructions of Engineer-in-charge and as per all provisions of the CONTRACT DOCUMENT. Supply & laying of GIPipe (Heavy Grade ) of Size (25 NB) minimum,Fittings,isolation valvesfor water connection to the Eye Wash Shower (Near Odorising Skid) from the avaialable nearest tapping point of Portable water are deemed to be included in the quoted price. |
| 246 | SUPPLY OF SAFETY EQUIPMENT 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 |
| 247 | Goggles for Eye Protection from LNG Spray |
| 248 | Protective Apron for cryogenic liquid handling |
| 249 | Safety Helmet with IGL Logo - IS-2925-1984 RA2000 |
| 250 | Gumboots for protection during LNG Spillage |
| 251 | Stretcher with blanket- IS-4037-1967 RA-2001. |
| 252 | First Aid Box |
| 253 | Supply,Installation,Testing and Commissioining of Electrical Siren (1 Km Diametrical range) & Interfacing with Fire Alarm Panel/Gas Release Panel |
| 254 | Hand operated siren (1 Km Diametrical range) IS-6194-1971 RA- 2006 |
| 255 | Portable Gas Detectors / Explosive meter |
| 256 | Wind Shock |
| 257 | TANKAGE WORKS Design, Engineering, Supply, Welding, Erection, testing, painting & commissioningof fire water tank as per scope of work, drawings, technical specifications and instructions of Engineer-in-charge. Scope of work to include supply & erection of all tank componenets including tank bottom, tank Shell, wind girder, roof, tank appurtenances (manhole, inlet/ outlet/ recirculation / overflow/ drain nozzles, nozzles for level indicator, level transmitter, with flange, nut bolt, gaskets etc. as per P&ID of Fire Water System), Vendor to submit design calculation, drawings, QAP for approval. All materials will be procured based on the approved drawings. Scope also to include design, supply, fabrication, erection of structurals such as curb angle, staircase, support angle, rim angle, rafters, MS gratings with wind girder supports, anchor chair with bolts for tanks anchorage (if required), fasteners, bracings and supports, stiffeners, gussets etc and calibration, earthing of tanks. Painting works to include internal / external painting of all tank components, painting of client Logo, heading, Lettering (Tank Number, Name of the product, Tank capacity, Date of Hydro test,Date painted & Date commissioned) on tanks as per technical specifications and instructions of Engineer-in-charge. Applicable standard will be API-650, Addendum-2, 2016. IS-2062 E-250 Gr. BR plates will be used. |
| 258 | Cone Roof Vertical Fire Water Tanks, Each Tank Capacity- 18KL (approx.):3m Dia X 2.5m Height |
| 259 | NOTE: Design / Drawings approval shall be as per technical specification. The cost of MS bolts (permanent and service), washers, electrodes, putty, gases, shims, packs, cost of straightening the raw materials, cutting of flats from plates and providing splices, tools, plants, testing of materials, etc and all other consumables as required for the work shall be deemed to be included in the quoted rates. All handling and transport charges of raw materials and fabricated structures including double handling, as required, for completion of work in accordance with time schedule, are deemed be included in the quoted rates. The Schedule of Rates shall be read in conjunction (not in isolation) with the contract agreement such as scope of works. Tender drawings, technical specification, approved makes as per contract agreement. |
| 260 | TotalExcluding GST |
| 261 | GST (CGST&SGST/UTGST or IGST) in percentage (%) on Total {presenlty applicable @18% on similar services,on sl.no.261} |
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