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| 1 | GST % for the tender Please select the rate of GST in cell AY13. Rate selected shall be applicable for the entire BoQ. |
| 2 | Augmentation of LNG Hub (Civil works) |
| 3 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimming of sides of the tren ches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including filling in sides of founda tion trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in la yers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and grade , complete i n all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 4 | In all kinds of soil |
| 5 | In Ordinary rock |
| 6 | In Hard rock (requiring blasting) |
| 7 | In Hard rock (blasting prohibited) |
| 8 | Supplying and filling coarse sand under floors, in foundations and plinth including cost-of sand, royalty, transportation, loading , unloading, spreading in layers not exceeding 20 cm., watering, ramming, compacting, dressing and levelling etc. complete in all r espects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engine er. |
| 9 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor\"s own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor\"s density, consolidation and rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 10 | Supplying all labour, materials, tools, chemicals, spray pumps etc. for making pre-constructional anti-termite treatment & creating a continuous chemical barrier under & all round the column pits, wall trenches, top surface of plinth filling, junction of wall & fl oor, along the exterior perimeter of the building, complete in all respects inclusive of cost of all labour, materials, tools, tackl es etc. as per drawings, specifications and direction of Site Engineer. [Note: Total plinth area of the building shall be measured for payment]. |
| 11 | CONCRETE WORK : |
| 12 | Providing and laying in position cement concrete of specified grade at all depths including ramming & shuttering etc. complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site En gineer: |
| 13 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 14 | 1:3:6 [1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 15 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 16 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge. |
| 17 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] laid to proper level & line including provid ing shuttering & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre o n damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil etc. co mplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 18 | REINFORCED CEMENT CONCRETE : |
| 19 | Steel reinforcement for R.C.C. workincluding initial straightening of coiled/uncoiled bars, removal of loose rust, cutting, bending to correct size & shape, binding with 18 gauge G.I. wire at each intersection and placing at any position, at any height and depth complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directi on of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 20 | DESIGN MIX CONCRETE : |
| 21 | \"Providing and laying in position ready mixed or site batched design mix cement concrete for reinforced cement concrete work; using coarse aggregate and fine aggregate derived from natural sources, Portland Pozzolana / Ordinary Portland /Portland Slag cement, ad mixtures in recommended proportions as per IS: 9103 to accelerate / retard setting of concrete, to improve durability and workabilit y without impairing strength; including pumping of concrete to site of laying, the cost of centering, shuttering, finishing, curing, carriage for all leads, as per direction of the engineer-in-charge, for the following grades of concrete.: Note: 1. Extra cement up to 10% of the minimum specified cement content in design mix shall be payable separately. In case the cemen t content in design mix is more than 110% of the specified minimum cement content, the contractor shall have discretion to either re -design the mix or bear the cost of extra cement. 2.Payment for Reinforcement shall be made as per relevant item of SOR.\" |
| 22 | All works upto plinth level |
| 23 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 24 | All works above plinth level upto floor V level |
| 25 | Concrete of M25 grade with minimum cement content of 330 kg /cum |
| 26 | MASONRY WORK : |
| 27 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 28 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 29 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 30 | Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 31 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required : |
| 32 | In stringers, treads, landings etc. of stair cases, including use of chequered plate wherever required, all complete. |
| 33 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including pre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint \"EPILUX 155 High Build Enamel over a coat of \"EPILUX 610\" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). |
| 34 | Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm unifor m thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tool s, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 35 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the po st), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutt ing and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 36 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of h igh carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equi valent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 m icrons. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regul ar intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed conditi on should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per dr awings, specifications and directions of the Engineer-in-Charge. |
| 37 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 38 | Providing and laying Glazed Vitrified Tiles (Matt/ Antiskid finish) of specified sizes (thickness to be specified by the Manufacture r) with water absorption less than 0.08% and conforming to IS:15622, of approved brand & manufacture, in all colours and shades, lai d on 20 mm thick cement mortar 1:4 (1 cement : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sqm including grouting the joints with white cement and matching pigments etc. The tiles must be cut with the zero chipping diamond cutter only. Laying of tile s will be done with the notch trowel, plier, wedge, clips of required thickness, levelling system and rubber mallet for placing the tiles gently and easily : |
| 39 | Size of Tile 600 x 600 mm |
| 40 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 41 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 42 | Coupler (110 mm) |
| 43 | Single Push-fit Coupler (110 mm) |
| 44 | Bend- 87.5 Degrees (110 mm) |
| 45 | Shoe - Plain (110 mm) |
| 46 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 47 | 1:6 (1 cement : 6 fine sand) |
| 48 | Neat cement punning. |
| 49 | EXTERIOR FINISHING : |
| 50 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 0.9 kg/10 sqm) |
| 51 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge : |
| 52 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 53 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications. |
| 54 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wi re or nuts, bolts and washers as required complete as per the directions of the Engineer-in-Charge : |
| 55 | Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. |
| 56 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer\"s specifications & directions of the Engineer-in-Charge : |
| 57 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 58 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line, level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 59 | Dry stone pitching 22.5 cm thick including supply of stones and preparing surface complete. |
| 60 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), I S:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank. |
| 61 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and lengt h below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the le ngth of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [No tes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machi ne shall not be used] : |
| 62 | 450 mm diameter piles |
| 63 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per sp ecification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynami c method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-in-Charge.] : |
| 64 | Single pile up to 50 tonne Safe Capacity : |
| 65 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 66 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 67 | Group of two or more piles up to 50 tonne Safe Capacity : |
| 68 | Initial Test (Test Load 2.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 69 | Routine Test (Test Load 1.5 times the Safe Capacity) [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 70 | Lateral load testing of single pile in accordance with IS Code of practice IS:2911 (Part-IV) for determining safe allowable lateral load on pile : |
| 71 | Up to 50 tonne capacity pile. [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 72 | Integrity testing of Pile using Low Strain/ Sonic Integrity Test/ Sonic Echo Test method in accordance with IS:14893 including surfa ce preparation of pile top by removing soil, mud, dust & chipping lean concrete lumps etc. and use of computerised equipment and hig h skill trained personal for conducting the test & submission of results, all complete as per directions of the Engineer-in-Charge. [Note: Unit \"EA\" shall mean \"PER TEST\"] |
| 73 | Casting, supplying and erecting in position precast reinforced cement concrete elements (with proper lifting lugs) for trench & drai n covers, shelves, partitions, post, slabs etc. for all leads and levels including making necessary moulds, vibrating, tamping, cur ing, finishing the top surface with cement mortar 1:3 (1 cement : 3 fine sand) to give a smooth and even surface, transportation to Site, aligning and fixing in position with cement mortar 1:3 (1 cement: 3 find sand,) including making recess in brick wall for pla cing the precast element in position and making good the same etc. complete in all respects inclusive of cost of all labour, materia ls, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Payment for Reinforcement s hall be made as per relevant item of SOR.] : |
| 74 | With cement concrete 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 10 mm nominal size). |
| 75 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer \"s recommendation/ specification and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific instruc tions of the Engineer-in-Charge] |
| 76 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 77 | Providing and laying structural reinforced cement concrete work (1:1.5:3) conforming to IS:456 (1 cement : 1.5 coarse sand : 3 grade d stone aggregate 20 mm nominal size) at all heights and depth for construction of foundations, beams, columns, staircases, chajja, lintels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing cente ring, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inc lusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Paymen t for Reinforcement shall be made as per relevant item of SOR). |
| 78 | a) All work up to plinth level |
| 79 | b) In superstructure at all floors up to floor five level, |
| 80 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x 450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia p erforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direct ions of the Engineer-in-Charge. |
| 81 | DISMANTLING & DEMOLISHING : |
| 82 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obta ined. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] : |
| 83 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 84 | Nominal concrete 1:4:8 or leaner mix (including equivalent design mix) |
| 85 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge] |
| 86 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations] |
| 87 | Dismantling steel work in single sections including dismembering and stacking within 50 metres lead in : |
| 88 | Channels, angles, tees and flats |
| 89 | Dismantling barbed wire or flexible wire rope in fencing including making rolls and stacking within 50 metres lead. |
| 90 | INSTRUMENTATION WORKS |
| 91 | \"Fire Alarm Control Panel (FACP) - Control Building Design, detailed engineering, supply, configuration, testing, installation, erection and commissioning of FACP along with SCADA comp atibility, Third party vendor system such as gas detection system .FACP shall be installed in suitable cabinet inside control buildi ng. Supply, Laying of cable inside building between detectors, MCP, hooter and FAC including glanding, termination, ferruling, dressing etc. at both ends. Supply & installation of cable trays (if necessary), supply of erection materials, cable ferrules, cable lugs, c able tie etc. for successful commissioning of FACP. Following items are included in the Fire Alarm Control Panel (FACP):-\" |
| 92 | 2 loop, Addressable, Intelligent Fire Detection and Alarm Panel for automatic fire detection & annunciation of alarms for various ty pes of detectors installed like multi sensor, heat detectors, response indicators, loop isolators, manual call points, hooters etc installed in plant area and various buildings as per tender specifications |
| 93 | Addressable Manual Call Point (for Safe area) along with all mounting & other accessories as per the tender specifications. |
| 94 | Manual Call Point (Explosion Proof & Weather Proof) for hazardous area along with all mounting & other accessories as per tender spe cifications |
| 95 | CAT 6 cable and cabling from field cameras to CCTV control system. Cable for outdoor buried shall be as per specifications |
| 96 | 16 port Ethernet POE Switch |
| 97 | \"Cables, Cables Trays and Junction boxes Supply, laying, installation, erection of signals cable from field instruments to junction boxes including termination, ferruling, d ressing etc. Supply of cable trays, cables glands, junction boxes, erection materials, cable ferrules, cable lugs, cable tie. Installation and erection of cable trays and junction boxes.\" |
| 98 | Supply of Cables |
| 99 | SIZE: 2P X1.5 SQMM |
| 100 | SIZE: 12C X1.5 SQMM |
| 101 | \"CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of t elephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation of all required materials such as fixing clamps, screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect,as per specifications,drawings and directions of the SiteEngineer, includi ng cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths. Following items are included in Cable Laying:\" |
| 102 | Cables having outer diameter upto 20mm |
| 103 | ELECTRICAL SYSTEM |
| 104 | Earthing System & Lightning Protection System |
| 105 | Supply, installation, testing, commissioning for complete earthing, earth electrodes/ pit, earth main ring, earthing of electrical e quipment, instrument panels, field instruments, process equipment and pipes/ flanges including all associated, excavation, concrete cutting, restoration, civil works with all materials and labours as per specification and drawings approved by the company. All GI m aterial shall be hot dip galvanized. SS nut bolts to be used for Copper earthing and clamps of the GI earthing which are operated on regular basis i.e. clamp connections at top. |
| 106 | Supply, Installation, testing & commissioning of Conventional /Maintenance free Earthing with GI earth pipe, 3.0 mtr long, 100 mm dia including accessories and providing masonary enclosure with cover plate having locking arrangement etc, (with charcoal and s alt ) as required as per IS 3043. . |
| 107 | supply, installation, testing & commissioning of maintenance free earthing with copper earth plate(600 mm x 600 mm x 3 mm)ncluding a ccessories and providing masonary enclosure with cover plate having locking arrangement etc, (with charcoal and salt ) as requir ed as per IS 3043., 3.0 mtr long with cover, |
| 108 | GI Strip (50X6) mm |
| 109 | GI Strip (25X3) mm |
| 110 | Copper Strip (25X3) mm |
| 111 | 10 Sq mm GI wire rope |
| 112 | 35 Sq mm GI wire rope |
| 113 | Supply, Installation of 16 Ways Earthing Plate copper |
| 114 | Cable |
| 115 | Supply, Installation & Laying, testing & commissioning with including cable glands, lugs and termination for aluminium conductor XLP E insulated armoured served sheated FRLS cables 1100 V grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S clamp etc. of su itable size or as directed by engineer incharge, complete in all respect, the armouring with fire retararted cable shall be properly connected with the earth conductor by clamps etc.Cable shall include, cable tags, cable marker, double compressed brass cable gland s, brass adapter/reducers/nipples, fixing of metallic anchor fasteners for supporting of cable trays and misc. electrical switchgear including all labour and materials complete as required and as per directions of Engineer-In-Charge. |
| 116 | 3.5Cx25 mm2 A2XFY |
| 117 | 4Cx 16 mm2 A2XFY |
| 118 | 4Cx 4 mm2 A2XWY |
| 119 | 3Cx 6 mm2 2XWY |
| 120 | 3Cx 2.5 mm2 2XWY |
| 121 | Illumination System |
| 122 | Supply, installation, testing, commissioning of lighting fixtures complete with mounting bracket, flame proof, control gear box as p er the type of fixture, lamps etc. including pipe inserts for cables and connecting work, with all material and labour as per specif ications, drawings and instruction of Engineer-in-charge. Work to be completed in all respects. |
| 123 | Supply, installation, testing, commissioning of Area lighting, integral flame proof well glass fixture/Bulk head (CMIFR approved for Zone-1/2 gas group IIA & IIB) with 110 W LED luminaire with flame proof control gear of Baliga make or equivalent) |
| 124 | Supply, installation, testing, commissioning of Area lighting pole 7 mtr high GI octagonal pole complete with bracket, flameproof JB at bottom of pole, GI clamps for fixing flame proof control gear box, cable from JB to fixture, flame proof gland, including all ci vil works, labours and complete materials, as per standard drawing & specification |
| 125 | Supply, installation, testing, commissioning of FLP & WP 8 way junction box with 20 nos terminal supply including connection and ter mination of earthing wire and conduit including suppluy and installation of double compression cable gland including all civil wor ks, labours and complete materials, as per standard drawing & specification |
| 126 | Supply, Installation of Chequred plate 8 mm thick, Scope including Cutting, fabrication, painting & installation at site works |
| 127 | HDPE Cable Conduit |
| 128 | Supply,and laying along with excavation, concreate cutting & restoration of following sizes of HDPE /GI Pipe in required length fixe d on steel, concrete or similar structure, laid in trenches, ready to be buried in concrete including cutting, bending along with ne cessary pipe fittings such as bends , socket,elbow,tees, etcand similar works, supply of clamps, small iron structures, spacers and installation of seats, plugs, bushings etc., civil works and its materials, including all labour and materials complete as per appr oved drawings and directions of Engineer-In-Charge. |
| 129 | 50 mm NB |
| 130 | 100 mm NB |
| 131 | Cable Tray |
| 132 | \"Supply, Installation & fixing of prefabricated GI cable trays of width 50mm, 150mm,300mm,450mm, 600mm as per site requirement for l aying of cables with standard rung spacing.Load for support span of 2.5 mtr as 10, 30, 60,75 & 90 (in kg/mtr) respectively with co ncentric static load as 70 kg at the centre with matrerial labour tools and tackles consumables (as per IS 2629) including bends , tee, crosses,horizontal, insert plate, tray supports and vertical splices etc. as required including supply of all G.I hardwares, civil works and its materials, all labour and material as required as per standard drawings, specification and direction of Enginee r-in-charge. Perforated type, made from 50mm height and 2.0 mm thick sheet steel & galvanized (microns as per IS) \" Please Enable Macros to View BoQ information |
