Indian Oil Corporation Limited-IOCL has published Construction Of Cgs ( City Gate Station ) At Bokaro , Sasaram , Aurangabad , Ramgarh , Morena Construction Of Cgs ( City Gate Station ) At Morena. Submission Date for this Tender is 21-10-2019. Civil Work Tenders in MORENA Madhya Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Combined CGS Station Works including Civil, Mechanical, Electrical & Instrumentation Works at MORENA | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | GST % for the tender\n | Item 0009 | ||
| 2 | 2 | CGS CONSTRUCTION | Item 00010 | ||
| 3 | 3 | CIVIL | Item 10.A | ||
| 4 | 4 | Earth work in surface excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on plan including getting out and disposal of excavated earth up to 50m lead and lift up to 1.5 m, as directed by the Engineer-in-Charge : | Item 10.A.10 | ||
| 5 | 5 | All kinds of soil | Item 10.A.20 | 2500 | SQM |
| 6 | 6 | All kinds of soil | Item 10.A.30 | 800 | CUM |
| 7 | 7 | Ordinary rock | Item 10.A.40 | 80 | CUM |
| 8 | 8 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | Item 10.A.50 | 595 | CUM |
| 9 | 9 | All kinds of soil | Item 10.A.60 | 12 | CUM |
| 10 | 10 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. | Item 10.A.70 | 17 | CUM |
| 11 | 11 | Chlorpyriphos/ Lindane emulsifiable concentrate of 20% | Item 10.A.80 | 60 | LITRE |
| 12 | 12 | With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration | Item 10.A.90 | 130 | METRE |
| 13 | 13 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 10.A.100 | 410 | METRE |
| 14 | 14 | With Chlorpyriphos/Lindane E.C. 20% with 1% concentration | Item 10.A.110 | 95 | METRE |
| 15 | 15 | Filling with available fly ash and earth (excluding rock) in trenches or embankment in layers (each layer should not exceed 15 cm), with intermediate layer of compacted earth (Soil density of 98%) after every four layers of compacted depth of fly ash, sides & top layer of filling shall be done with earth having total minimum compacted thickness 30 cm or as decided by Engineer -in-charge, including compacting each layer by rolling/ ramming and watering, all complete as per drawing and direction of the Engineer-in-Charge. | Item 10.A.120 | 92 | CUM |
| 16 | 16 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimum moisture content to 90% of Proctor's density consolidation by rolling with 8 to 10 tonne power roller in layers not exceeding 20 cm thickness, including clearing the area by cutting of shrubs, bushes, grass, vegetation, debris etc. stacking and disposing out of plot area to an unobjectional area as directed by site Engineer complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | Item 10.A.130 | 600 | CUM |
| 17 | 17 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor's own borrow areas including royalty, with 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 thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. | Item 10.A.140 | 3000 | CUM |
| 18 | 18 | 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) | Item 10.A.150 | 4 | CUM |
| 19 | 19 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size) | Item 10.A.160 | 14 | CUM |
| 20 | 20 | 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) | Item 10.A.170 | 74 | CUM |
| 21 | 21 | Making plinth protection 50 mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth. | Item 10.A.180 | 45 | SQM |
| 22 | 22 | Providing and laying cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 10 mm down size) mixed with approved brand of water proofing compound @ 1Kg/50 Kg bag of cement, in roof grading, coping, in bed concrete etc. at all heights & depths, including providing centering and shuttering, scaffolding, watering, curing, vibrating, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 10.A.190 | 11 | CUM |
| 23 | 23 | Providing and laying 40 mm thick CC 1:2:4 Damp Proof Course with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone chips 6 mm down size) laid to proper level & line including providing shuttering, applying two coats of bitumen applied @ 1.50 Kg/sqm and spreading an even layer of coarse sand over hot bitumen, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 10.A.200 | 162 | SQM |
| 24 | 24 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) | Item 10.A.210 | 30 | CUM |
| 25 | 25 | 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) | Item 10.A.220 | 5 | CUM |
| 26 | 26 | 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item 10.A.230 | 30 | CUM |
| 27 | 27 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) | Item 10.A.240 | 20 | CUM |
| 28 | 28 | Foundations, footings, bases of columns, etc. for mass concrete | Item 10.A.250 | 380 | SQM |
| 29 | 29 | Suspended floors, roofs, landings, balconies and access platform | Item 10.A.260 | 240 | SQM |
| 30 | 30 | Lintels, beams, plinth beams, girders, bressumers and cantilevers | Item 10.A.270 | 600 | SQM |
| 31 | 31 | Columns, Pillars, Piers, Abutments, Posts and Struts | Item 10.A.280 | 645 | SQM |
| 32 | 32 | Thermo-Mechanically Treated bars of grade Fe-500D or more | Item 10.A.290 | 39000 | KG |
| 33 | 33 | Thermo-Mechanically Treated bars of grade Fe-500 D or more | Item 10.A.300 | 40000 | KG |
| 34 | 34 | All works upto plinth level | Item 10.A.310 | 271 | CUM |
| 35 | 35 | All works above plinth level upto floor V level | Item 10.A.320 | 160 | CUM |
| 36 | 36 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 10.A.330 | 136 | CUM |
| 37 | 37 | Cement mortar 1:6 (1 cement : 6 coarse sand) | Item 10.A.340 | 60 | CUM |
| 38 | 38 | Cement mortar 1:4 (1 cement :4 coarse sand) | Item 10.A.350 | 25 | SQM |
| 39 | 39 | Area of slab up to 0.50 sqm | Item 10.A.380 | 4 | SQM |
| 40 | 40 | Polished granite stone slab- Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. | Item 10.A.390 | 11 | SQM |
| 41 | 41 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover | Item 10.A.400 | 5 | SQM |
| 42 | 42 | Providing and fixing ball bearing for rolling shutters. | Item 10.A.410 | 1 | EACH |
| 43 | 43 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia. M.S. bar bent to shape as per standard drawing. | Item 10.A.420 | 3 | EACH |
| 44 | 44 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. including preparation 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 concrete work). | Item 10.A.430 | 8 | TO |
| 45 | 45 | 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 uniform 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, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. | Item 10.A.440 | 1 | TO |
| 46 | 46 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting 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 direction of the Engineer-in-Charge. | Item 10.A.450 | 800 | METRE |
| 47 | 47 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equivalent 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 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed condition should not be less than 600 mm 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. | Item 10.A.460 | 200 | METRE |
| 48 | 48 | Acid and alkali resistant tile | Item 10.A.470 | 19 | SQM |
| 49 | 49 | Acid and alkali resistant tile | Item 10.A.480 | 38 | SQM |
| 50 | 50 | 25 mm thick | Item 10.A.490 | 18 | SQM |
| 51 | 51 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. | Item 10.A.500 | 28 | SQM |
| 52 | 52 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. | Item 10.A.510 | 23 | SQM |
| 53 | 53 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and matching pigment, etc. complete. | Item 10.A.520 | 11 | SQM |
| 54 | 54 | Size of Tile 600x600 mm | Item 10.A.530 | 77 | SQM |
| 55 | 55 | Size of Tile 600x600 mm | Item 10.A.540 | 8 | SQM |
| 56 | 56 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 10.A.550 | 197 | SQM |
| 57 | 57 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner, under layer of 37 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 15 mm thick metallic concrete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge. | Item 10.A.560 | 29 | SQM |
| 58 | 58 | In 75x75 mm deep chase | Item 10.A.570 | 54 | METRE |
| 59 | 59 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. | Item 10.A.580 | 8 | EACH |
| 60 | 60 | 110 mm diameter | Item 10.A.590 | 107 | METRE |
| 61 | 61 | 110 mm | Item 10.A.600 | 16 | EACH |
| 62 | 62 | 110 mm | Item 10.A.610 | 8 | EACH |
| 63 | 63 | 110 mm Bend | Item 10.A.620 | 16 | EACH |
| 64 | 64 | 110 mm Shoe | Item 10.A.630 | 16 | EACH |
| 65 | 65 | Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow 'V' groove, clipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a distance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complete as per manufacturer's recommendation and directions of the Engineer-in-Charge. (Note: Measurement shall be made wall to wall without any deduction for openings, for payment purpose). | Item 10.A.640 | 35 | SQM |
| 66 | 66 | 1:6 (1 cement : 6 fine sand) | Item 10.A.650 | 2409 | SQM |
| 67 | 67 | 1:3 (1 cement : 3 fine sand) | Item 10.A.660 | 1005 | SQM |
| 68 | 68 | Water thinnable cement primer | Item 10.A.670 | 1235 | SQM |
| 69 | 69 | New work (Two or more coats applied @ 3.28 ltr/10 sqm) over and including priming coat of exterior primer applied @ 2.20kg/10 sqm | Item 10.A.680 | 2877 | SQM |
| 70 | 70 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. | Item 10.A.690 | 1235 | SQM |
| 71 | 71 | Two coats | Item 10.A.700 | 1235 | SQM |
| 72 | 72 | Two coats | Item 10.A.710 | 10 | SQM |
| 73 | 73 | Providing grooves of uniform size 12x12 mm and up to 15x15 mm in plaster as per approved pattern using wooden battens, nail to the under layer including removal of wooden battens repair to the edges of panels and finishing the groove complete as per directions of the Engineer-in-Charge. | Item 10.A.720 | 218 | METRE |
| 74 | 74 | Providing & fixing galvanized chicken wire net 20 Gauge, 20 mm mesh size in plastering work at the junction of RCC Columns/ Beams & brickwork as directed by the Engineer-in-Charge. | Item 10.A.730 | 269 | SQM |
| 75 | 75 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item 10.A.740 | 40 | SQM |
| 76 | 76 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. | Item 10.A.750 | 43 | SQM |
| 77 | 77 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres. | Item 10.A.760 | 250 | SQM |
| 78 | 78 | Extra for compaction of earth work in embankment under optimum moisture conditions to give at least 95% of the maximum dry density (proctor density). | Item 10.A.770 | ||
| 79 | 79 | 90 mm to 45 mm size stone aggregate | Item 10.A.780 | 50 | CUM |
| 80 | 80 | 53 mm to 22.4 mm size stone aggregate | Item 10.A.790 | 38 | CUM |
| 81 | 81 | Stone screening 13.2 mm nominal size (Type A) | Item 10.A.800 | 7 | CUM |
| 82 | 82 | Stone screening 11.2 mm nominal size (Type B) | Item 10.A.810 | 7 | CUM |
| 83 | 83 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. | Item 10.A.820 | 88 | CUM |
| 84 | 84 | Cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 40 mm nominal size) in pavements, laid to required slope and camber in panels as required including consolidation finishing and tamping complete. | Item 10.A.830 | 13 | CUM |
| 85 | 85 | Cement concrete prepared with batch mixing machine | Item 10.A.840 | 56 | CUM |
| 86 | 86 | Providing and fixing in position pre-moulded joint filler in expansion joints. | Item 10.A.850 | 500 | PER CM DEPTH PER CM WIDTH\nPER M LENGTH |
| 87 | 87 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of the Engineer-in-Charge and accordance with applicable specifications. | Item 10.A.860 | 2 | SQM |
| 88 | 88 | Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. all complete as per the direction of the Engineer-in-Charge. | Item 10.A.870 | 75 | SQM |
| 89 | 89 | 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. | Item 10.A.880 | 120 | SQM |
| 90 | 90 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. | Item 10.A.890 | 30 | SQM |
| 91 | 91 | Supplying & fixing in position pre-cast cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate) kerb stone of size 450 mm high, 150 mm average thick & 600 mm long, each stone joined with 12 mm thick cement mortar 1:3 (1 cement : 3 coarse sand) over a base of cement mortar, including excavation, bed concrete 300 wide & 100 thick in cement concrete 1:3:6 concrete, painting of exposd surfaces etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of Site Engineer. | Item 10.A.900 | 100 | METRE |
| 92 | 92 | Providing and laying 100 mm thick factory made cement concrete interlocking paver block of M-50 grade made by block making machine with strong vibratory compaction, of approved size, design & shape, laid in required colour, shade and pattern approved by the Engineer-in-Charge for use in footpath/ pavement, joints filled with sand, ramming/ compacting the pavement, levelling, subase preparation etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of the Engineer-in-Charge. | Item 10.A.901 | 40 | METRE |
| 93 | 93 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE for reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg/metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, scales, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fasteners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and direction of the Engineer-in-Charge. | Item 10.A.910 | 5 | METRE |
| 94 | 94 | W.C. pan with ISI marked white solid plastic seat and lid. | Item 10.A.920 | 2 | EACH |
| 95 | 95 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap | Item 10.A.930 | 5 | EACH |
| 96 | 96 | 32 mm diameter | Item 10.A.940 | 6 | EACH |
| 97 | 97 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. | Item 10.A.950 | 6 | EACH |
| 98 | 98 | C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). | Item 10.A.960 | 2 | EACH |
| 99 | 99 | 75 mm diameter pipe | Item 10.A.970 | 15 | METRE |
| 100 | 100 | 2025 (25 mm OD) pipe | Item 10.A.980 | 10 | METRE |
| 101 | 101 | 2532 (32 mm OD) pipe | Item 10.A.990 | 10 | METRE |
| 102 | 102 | 15 mm nominal outer dia pipes | Item 10.A.1000 | 10 | METRE |
| 103 | 103 | 20 mm nominal outer dia pipes | Item 10.A.1010 | 10 | METRE |
| 104 | 104 | 15 mm nominal outer dia pipes | Item 10.A.1020 | 30 | METRE |
| 105 | 105 | 20 mm nominal outer dia pipes | Item 10.A.1030 | 30 | METRE |
| 106 | 106 | 150 mm nominal outer dia pipes | Item 10.A.1040 | 15 | METRE |
| 107 | 107 | 25 mm nominal bore | Item 10.A.1050 | 4 | EACH |
| 108 | 108 | 32 mm nominal bore | Item 10.A.1060 | 4 | EACH |
| 109 | 109 | Circular Tank | Item 10.A.1070 | 1000 | PER LITRE |
| 110 | 110 | Rectangular Tank | Item 10.A.1080 | 1000 | PER LITRE |
| 111 | 111 | 15 mm nominal bore | Item 10.A.1090 | 6 | EACH |
| 112 | 112 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) | Item 10.A.1100 | 12 | EACH |
| 113 | 113 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) | Item 10.A.1110 | 12 | EACH |
| 114 | 114 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equivalent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item 10.A.1120 | 12 | EACH |
| 115 | 115 | Providing & fixing Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube 8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). | Item 10.A.1130 | 3 | EACH |
| 116 | 116 | Stainless steel liquid soap container (spring loaded push type) with lid and brackets fixed to P.V.C. cleats with C.P. brass screws, etc. | Item 10.A.1140 | 6 | EACH |
| 117 | 117 | C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). | Item 10.A.1150 | 6 | EACH |
| 118 | 118 | 150 mm diameter | Item 10.A.1160 | 15 | METRE |
| 119 | 119 | 200 mm diameter | Item 10.A.1170 | 5 | METRE |
| 120 | 120 | 250 mm diameter | Item 10.A.1180 | 5 | METRE |
| 121 | 121 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 10.A.1190 | 4 | EACH |
| 122 | 122 | 150 mm dia. R.C.C. pipe | Item 10.A.1200 | 5 | METRE |
| 123 | 123 | 250 mm dia. R.C.C. pipe | Item 10.A.1210 | 30 | METRE |
| 124 | 124 | 300 mm dia. R.C.C. pipe | Item 10.A.1220 | 40 | METRE |
| 125 | 125 | 450 mm dia. R.C.C. pipe | Item 10.A.1230 | 10 | METRE |
| 126 | 126 | 600 mm dia. R.C.C. pipe | Item 10.A.1240 | 10 | METRE |
| 127 | 127 | 1000 mm dia. R.C.C. pipe | Item 10.A.1250 | 5 | METRE |
| 128 | 128 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 10.A.1260 | 1 | EACH |
| 129 | 129 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 | Item 10.A.1270 | 1 | EACH |
| 130 | 130 | For 10 Users | Item 10.A.1280 | 2 | EACH |
| 131 | 131 | Constructing percolation pit of size 3.0m diameter and 2.0m deep, filled with 40 mm size brick ballast including providing suitable pre-cast RCC covers with lifting lugs, laying of 150mm diameter x 5.0m long U.P.V.C. pipe embedded in pit/ outlet pipe all complete as per specification and directions of the Engineer-in-Charge. | Item 10.A.1290 | 2 | EACH |
| 132 | 132 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. | Item 10.A.1300 | 4 | EACH |
| 133 | 133 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and directions of the Engineer-in-Charge. | Item 10.A.1310 | 1 | EACH |
| 134 | 134 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc., as per specifications of the Engineer-in-Charge. | Item 10.A.1320 | 80 | METRE |
| 135 | 135 | 750mm x 750mm x depth up to 1000mm inner dimensions | Item 10.A.1330 | 1 | EACH |
| 136 | 136 | 600mm x 600mm x depth up to 750mm inner dimensions | Item 10.A.1340 | 1 | EACH |
| 137 | 137 | 450 mm diameter piles | Item 10.A.1350 | 32 | METRE |
| 138 | 138 | Initial Test (Test Load 2.5 times the Safe Capacity) | Item 10.A.1360 | 1 | PER TEST |
| 139 | 139 | Routine Test (Test Load 1.5 times the Safe Capacity) | Item 10.A.1370 | 1 | PER TEST |
| 140 | 140 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 10.A.1380 | 60 | KG |
| 141 | 141 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) | Item 10.A.1390 | 76 | KG |
| 142 | 142 | With float glass panes of 5.50 mm thickness | Item 10.A.1400 | 60 | SQM |
| 143 | 143 | With stainless steel cover plate minimum 1.25 mm thickness | Item 10.A.1410 | 11 | EACH |
| 144 | 144 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar | Item 10.A.1420 | 11 | EACH |
| 145 | 145 | Providing and fixing 100 mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. | Item 10.A.1430 | 11 | EACH |
| 146 | 146 | Powder coated (Minimum thickness 50 micron) Aluminium | Item 10.A.1440 | 11 | EACH |
| 147 | 147 | Powder coated (Minimum thickness 50 micron) Aluminium | Item 10.A.1450 | 15 | EACH |
| 148 | 148 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer's specification and as per instructions of the Engineer-in-Charge. | Item 10.A.1460 | 50 | SQM |
| 149 | 149 | 3 mm thick | Item 10.A.1470 | 200 | SQM |
| 150 | 150 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. | Item 10.A.1480 | 170 | KG |
| 151 | 151 | 300 mm diameter | Item 10.A.1490 | 80 | METRE |
| 152 | 152 | 300 mm diameter | Item 10.A.1500 | 10 | METRE |
| 153 | 153 | 300 mm diameter | Item 10.A.1510 | 50 | METRE |
| 154 | 154 | 300 mm diameter | Item 10.A.1520 | 5 | METRE |
| 155 | 155 | 150 mm nominal size diameter | Item 10.A.1530 | 100 | METRE |
| 156 | 156 | 150 mm nominal size diameter | Item 10.A.1540 | 25 | METRE |
| 157 | 157 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. | Item 10.A.1550 | 4 | CUM |
| 158 | 158 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. | Item 10.A.1560 | 4 | CUM |
| 159 | 159 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. | Item 10.A.1570 | 4 | CUM |
| 160 | 160 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of the Engineer-In-Charge. | Item 10.A.1580 | 2 | CUM |
| 161 | 161 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 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 direction of the Engineer-In-Charge. | Item 10.A.1590 | 5 | EACH |
| 162 | 162 | 150 mm nominal size dia having minimum wall thickness 5.00 mm | Item 10.A.1600 | 25 | METRE |
| 163 | 163 | 150 mm nominal size diameter | Item 10.A.1610 | 20 | METRE |
| 164 | 164 | 150 mm diameter | Item 10.A.1620 | 1 | EACH |
| 165 | 165 | 150 mm clamp | Item 10.A.1630 | 1 | EACH |
| 166 | 166 | 150 mm diameter | Item 10.A.1640 | 1 | EACH |
| 167 | 167 | 7.5 HP | Item 10.A.1650 | 1 | EACH |
| 168 | 168 | Supplying and filling good earth for lawns & in plantation area, in layers not exceeding 20 cm depth in one operation including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per direction of the Site Engineer/ Engineer-in-Charge. (Note : Volume of earth to be calculated for the payment shall be the volume of stacked earth after reduction by 20%). | Item 10.A.1660 | 60 | CUM |
| 169 | 169 | Supply, stacking and mixing sludge manure with earth in required proportion and spreading sludge manure in lawn inclusive of charges of all duties, royalty, cost of carriage etc. up to any distance. (Note: Sludge/ manure to be measured in stacks and will be reduced by 8% for payment). | Item 10.A.1670 | 60 | CUM |
| 170 | 170 | Supply, stacking and mixing Cow Dung/ Neem oil cake/ Agro meal with earth in required proportion and spreading the mixture in lawn and or filling in specified areas inclusive of charges of all duties, royalty, cost of carriage etc. up to any distance. (Note: Cow Dung/ Neem oil cake/ Agro meal/ Manure shall be measured in stacks and will be reduced by 8% for payment). | Item 10.A.1680 | 60 | CUM |
| 171 | 171 | Grassing with approved quality doob grass in rows of 7.5 cm apart in either direction, in lawns etc. including watering and maintenance of the lawn for 30 days or more till grass forms a thick free from weeds and fit for mowing including supply and filling good earth, if required, during maintenance period (Note: The good earth shall be paid separately under relevant item). | Item 10.A.1690 | 300 | SQM |
| 172 | 172 | Holes 0.6 metre deep and 0.6 metre diameter. | Item 10.A.1700 | 300 | EACH |
| 173 | 173 | Holes 1.2 metre deep and 1.2 metre diameter. | Item 10.A.1710 | 50 | EACH |
| 174 | 174 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m & lift up to 1.5 m complete. (Note: Cost of sludge, manure or extra earth shall be paid for seperately under relevant item). | Item 10.A.1720 | 270 | CUM |
| 175 | 175 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of the Site Engineer. | Item 10.A.1730 | 100 | EACH |
| 176 | 176 | 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 direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.) | Item 10.A.1740 | 423 | KG |
| 177 | 177 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sealing compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. | Item 10.A.1750 | 45 | METRE |
| 178 | 178 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm size (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. | Item 10.A.1760 | 85 | METRE |
| 179 | 179 | Providing and fixing 100mm wide Vertcal Fabric Blind system of VISTA/ MAC/ TRAC of approved make & shades complete along with standard accessories in required design/ shade as per manufacturer's recommendations, specification and directions of the Engineer-in-Charge. | Item 10.A.1770 | 21 | SQM |
| 180 | 180 | Carrying out topographic survey/ mapping survey including Identifying & plotting the existing facilities for a radius of 100m from the each corner of the plot in all types of land involving mapping with advanced equipment (total station) plotting the existing underground and over ground facilities with type, size, height, function of structure in all respects as per drawing, technical specification and the direction of engineer-in-charge and submission of all drawings, reports, maps made in Auto CAD in 4 sets, along with the soft copies in CD/ External Hard disk.\n\n(1) Existing facilities including roads, buildings, type of buildings (Commercial/Industrial/Residential/School etc.),vacant land, Trees, Nalla, Canal, Inter-distance between plot edges and surrounding building in terms of G/G+1/G+2 etc., name of the roads, nearby km stone from the plot are to be covered in the survey.\n \n(2) Clearing of bushes/vegetation/cutting and removing tree branches (if required) are under the scope of the contractor\n \n(3) Arranging all Manpower, equipment, tools etc. required for the execution of the work are to be arranged by the contractor\n | Item 10.A.1780 | 57000 | SQM |
| 181 | 181 | ELECTRICAL | Item 10.B | ||
| 182 | 182 | SUPPLY, INSTALLATION, TESTING & COMMISSIONING | Item 10.B.10 | ||
| 183 | 183 | EARTH ELECTRODES | Item 10.B.20 | ||
| 184 | 184 | Supply, installation, testing of earthing system consisting of earth pits of perforated GI pipes earthing electrodes and copper plate terminal block including construction of chamber using cement concrete with earthing pit cover and frame, supply of charcoal / /special backfill , salt etc including supply of interconnecting cables / strips including necessary welding etc complete as drawings, specifications and directions of the site engineer/Engineer-in-charge, including cost of tools, materials etc complete in all respects as per drawing No. :9200-99900-405-030-00. The job shall also include testing of each earth pit and the entire earthing system on whole.\n\nNote: Earthing for field instruments shall be provided from Station earth grid covered in Electrical SOR. | Item 10.B.30 | 3 | Nos. |
| 185 | 185 | Supply, Installation, testing & commissioning off 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 salt ) as required as per IS 3043. . \n | Item 10.B.40 | 12 | Nos. |
| 186 | 186 | Supply, Installation & Laying, testing & commissioning of 50mm X 6 mm G.I strip complete with all accessories. | Item 10.B.50 | 500 | Mtrs |
| 187 | 187 | Supply, Installation & Laying, testing & commissioning of 25mm X 3 mm G.I strip complete with all accessories. | Item 10.B.60 | 220 | Mtrs |
| 188 | 188 | Supply, Installation & Laying, testing & commissioning of 25mm X 3 mm Cu strip complete with all accessories. | Item 10.B.70 | 50 | Mtrs |
| 189 | 189 | Supply, Installation & Laying, testing & commissioning of GI wire / rope 10 mm diameter | Item 10.B.80 | 100 | Mtrs |
| 190 | 190 | Supply, Installation & Laying, testing & commissioning of GI wire / rope 35 sq. mm | Item 10.B.90 | 50 | Mtrs |
| 191 | 191 | OUTDOOR LIGHT FITTINGS : | Item 10.B.100 | ||
| 192 | 192 | Supply, erection, installation and testing of 20M high mast shaft in three sections suitable for wind speed as Per IS-875, with raising lowering system comprising, head frame, luminaries carriage suitable to install 24 nos luminaries of BENP-20FL 240 W LED of Bajaj/Philips/surya in symmetrical arrangement, double drum winch, 6mm diameter SS wire rope, trailing cable, connector, integral power tool motor, manual handle, junction box, lightening finial, including 1 set foundation bolts manufactured from special steel along with nuts, washers, anchor plates and templates. This includes Supply and installation of 24 nos. Integral LED Flood Light Luminaire with the following components: 02 nos Aluminum Cast luminary body, 02 nos Electronic Circuit & LED drivers, 02 nos Weather proof Transparent Cover, 02 nos Luminary Mounting Clamps, 02 nos LED Assembly. 240 Watts and 1 set Within Luminary Interconnection. Supply and installation of 2 nos. LED type single dome aviation obstruction light is also required with one high mast. This also includes Supply and installation of 1 no. outdoor stand mounted feeder pillar with 63A, 4-pole MCCB incomer, single dial time switch, 45A TP contactor for the automatic switching of luminaries, power tool control with 2 no 9A contactors and raise lower push button, Incoming 35 sq. mm and outgoing 16 & 2.5 sq. mm terminals. The Control Panel shall be of flame proof type suitable for gas group IIA/IIB.Construction of shallow foundation with M25 grade concrete for the highmast considering the safe soil bearing capacity at site as 10 T/sqmtr at 2 metre depth with all materials and labour. Lightning Finial shall be insulated from body and head frame of High Mast and a separate down conductor (1Rx1Cx35 sq mm Aluminium Flexible Cable) shall run from the lightning finial to an earthing bolt independent of the high Mast structure. Electrical accessories like plug & socket, power tool motor etc at the bottom of high mast shall be flame proof type suitable for gas group IIA/IIB. Electrical Accessories like plug & Socket, Power Tool etc at the bottom of high mast shall be of flame proof Type Suitable for Gas Group-IIA/IIB. Ref. WO No. 24111367 dtd 26.3.2014 | Item 10.B.110 | 1 | Nos. |
| 193 | 193 | Supply, installation, testing and commissioning of swan neck lighting pole of 100mm nominal Diameter B class MS pipe (Height of bottom of light fitting shall be 7 meters from FGL), having base Plate 200mmx200mmx5mm along with Flameproof and Weatherproof 2x26W CFL well glass light fitting complete with lamp and builtin control gear and choke of approved make(Cat.No.WG/A/1234 of Sudhir Switchgears or equivalent approved make), including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck portion of lighting pole shall made up be of 50mm diameter GI pipe(radius of neck shall be 250mm). The pole shall be painted with 01 coat of primer and 02 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof junction box(with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arrangement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job complete in all respects as per specifications, drawings and instructions of EIC / Site engineer. | Item 10.B.120 | 6 | Nos. |
| 194 | 194 | Site misc. Materials | Item 10.B.130 | ||
| 195 | 195 | Supply, Installation of Caution Board | Item 10.B.140 | 2 | Nos. |
| 196 | 196 | Supply, Installation of Shock treatment chart | Item 10.B.150 | 2 | Nos. |
| 197 | 197 | Supply, Installation & Layin of Rubber mates(2 or 2.5mm thick X 0.9 or 1Mtr w , 1.1 KV) as per IS15652/IEC61111 | Item 10.B.160 | 2 | Nos. |
| 198 | 198 | Supply of Pairs of Rubber hand gloves IS Mark | Item 10.B.170 | 2 | Nos. |
| 199 | 199 | Supply, Installation of Fiirst aid box with Snake serum | Item 10.B.180 | 2 | Nos. |
| 200 | 200 | Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 10.B.190 | 300 | KG |
| 201 | 201 | Supply, Installation, testing & commissioning of 230 V, Electrical Siren | Item 10.B.200 | 1 | No. |
| 202 | 202 | Supply, Installation, testing & commissioning of Hand operated Siren | Item 10.B.210 | 1 | No. |
| 203 | 203 | CABLE | Item 10.B.220 | ||
| 204 | 204 | Supply, Installation & Laying, testing & commissioning with including cable glands, lugs and termination for aluminium conductor XLPE 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 suitable 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. | Item 10.B.230 | ||
| 205 | 205 | 3C X 2.5 Sq.mm (CU) multi Stand | Item 10.B.240 | 250 | Mtrs |
| 206 | 206 | 4C X 16 Sq.mm(AL) | Item 10.B.250 | 200 | Mtrs |
| 207 | 207 | 4C X 25 Sq.mm(AL) | Item 10.B.260 | 75 | Mtrs |
| 208 | 208 | 3.5C X 50 Sq.mm(AL) | Item 10.B.270 | 100 | Mtrs |
| 209 | 209 | Cable Laying\nLaying of all type of cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels 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, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engineer / Engineer-in-Charge | Item 10.B.280 | ||
| 210 | 210 | Power cables LT : OD upto 20 mm | Item 10.B.290 | 250 | Mtrs |
| 211 | 211 | Power cables LT : OD above 20 mm and upto 40 mm | Item 10.B.300 | 375 | Mtrs |
| 212 | 212 | DISTRIBUTION PANELS, DISTRIBUTION BOARD & APFC Panel with Capacitor banks | Item 10.B.310 | ||
| 213 | 213 | Supply, Installation, testing & commissioning of Electrical / Control Panels suitable for 415 Volt,3phase,3wire 50Hz AC supply system fabricated in compartmentlized from CRCA sheet steel not less than 2mm thick duly treated with 7 tanks process, powder coated with approved shade and oven dried . The complete panel will have a short circuit with stand capacity of 35 KA for 1 Second, IP 42 rating. It will have a suitable MS base channel powder coated. The panel will be fabricated in transportable sections. The panel shall have a common copper earth bar of size 25mm x 5mm at the rear with 2 Nos. earth studs. The LT panel will have suitable arrangement for bus-ducting/ cable termination into various incoming/outgoing switchgear as required. Cable termination will be at suitable terminal block at top/bottom of the panel and from the terminal block to switch, connection will be made with solid insulated strip/PVC insulated copper conductor cable of required current rating as required as per SLD. | Item 10.B.320 | ||
| 214 | 214 | Supply of MEDB as mentioned above & SLD | Item 10.B.330 | 1 | Lot |
| 215 | 215 | Supply of UPS & UPS Panel | Item 10.B.340 | ||
| 216 | 216 | 5 KVA in (1+1) parallel redundant equal load sharing configuration excluding battery as per the tender specifications | Item 10.B.350 | 1 | Lot |
| 217 | 217 | Sealed maintenance free 2V VRLA battery in dual string for 4 hrs backup considering aging, temperature & capacity factors complete with all interconnecting cables, glands, battery cables, battery stands, AC distribution boxes, connectors & lugs etc as per the tender specifications for 5 KVA UPS. | Item 10.B.360 | 1 | Lot |
| 218 | 218 | Solar System for RCP Locations (Capacity 6 KWp) as per specifications | Item 10.B.370 | 1 | Lot |
| 219 | 219 | Supply, Installation, testing & commissioning of Battery Charger 415V, 50 HZ, 10KW appx .have 1 X 100 % (Optional Item) | Item 10.B.380 | 1 | Lot |
| 220 | 220 | SUPPLY, INSTALLATION, TESTING & COMMISSIONING | Item 10.B.390 | ||
| 221 | 221 | Electrical Building Internal lighting Wiring | Item 10.B.400 | ||
| 222 | 222 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including providing space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. | Item 10.B.410 | 6 | Point |
| 223 | 223 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for phase & neutral , 650 V grade including earthing , the third pin with 1.5 sqmm copper conductor earthing insulated continuity wire for exhaust/ wall bracket fan including providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit.\n | Item 10.B.420 | 3 | Point |
| 224 | 224 | Wiring for 250 V single phase and neutral 16 amps modular power plug point with PVC insulated 4 sq. mm. copper conductor wires for phase & neutral, 650 V grade including earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings | Item 10.B.430 | 10 | Nos |
| 225 | 225 | WP Endura LED: Supply and fixing of surface mounted weather proof Endura LED WT 550 light fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation | Item 10.B.440 | 10 | Nos. |
| 226 | 226 | LED Ceiling Point: Supply and fixing of surface mounted LED ceiling light fitting type Mainstream spot Aura 15W of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation | Item 10.B.450 | 15 | Nos. |
| 227 | 227 | Supply and fixing of LED wall light cat. no. 35022 9W fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation | Item 10.B.460 | 5 | Nos. |
| 228 | 228 | Point wiring for power plug point with 4 sq.mm stranded PVC insulated copper wire including earthing the third pin with 2.5 sq. mm copper insulated earthing wire complete with supply and fixing of recessed mounted industrial type 3 pin 32 A metal clad socket and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box\n | Item 10.B.470 | 5 | Nos |
| 229 | 229 | Supply, Installation, testing & commissioning of Ceiling Fan of 1200mm sweep complete erected in position with all accessories. | Item 10.B.480 | 5 | Nos. |
| 230 | 230 | AIR CONDITIONER SPLIT TYPE - Supply & Installation of 1.8T Split Type five star BEE rated ACs (Daiiken / Hitachi / Carrier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction of EIC / Site Engineer | Item 10.B.490 | 3 | Nos. |
| 231 | 231 | Exhaust fan\nSupply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of approved make as per appendix -1 fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete. | Item 10.B.500 | ||
| 232 | 232 | 12" Sweep | Item 10.B.510 | 4 | Nos. |
| 233 | 233 | PVC Conduit pipes\nSupply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc. | Item 10.B.520 | ||
| 234 | 234 | 19 mm | Item 10.B.530 | 50 | Mtrs |
| 235 | 235 | 25 mm | Item 10.B.540 | 50 | Mtrs |
| 236 | 236 | 32 mm | Item 10.B.550 | 50 | Mtrs |
| 237 | 237 | Supply, Installation, testing & commissioning of lightning conductor finial made of 25 mm dia 300 mm long GI tube having single prong at top with 85 mm dia 3 mm thick GI base plate including holes etc. complete as required. | Item 10.B.560 | 13 | Nos. |
| 238 | 238 | Supply, Installation, testing & commissioning of GI strip of 25 x 3 mm thick on parapet or surface of wall for lightning conductor complete with joints and other accessories as required.(for horizental run). | Item 10.B.570 | 70 | Mtrs |
| 239 | 239 | Supply, Installation, testing & commissioning of GI Tape of 25 x 3 mm thick on parapet or surface of wall for lightning conductor complete with joints and other accessories as required.(for vertical run). | Item 10.B.580 | 50 | Mtrs |
| 240 | 240 | Supply, Installation, testing & commissioning of Steel Structure Anagle, Chanels, Sq. bar, round Bar. Scope including Cutting, fabrication, painting & installation at site works | Item 10.B.590 | 300 | Kg |
| 241 | 241 | Supply, Installation Chequred plate 8 mm thick, Scope including Cutting, fabrication, painting & installation at site works | Item 10.B.600 | 500 | Kg |
| 242 | 242 | Supply, erection & installation of cable conduits made up of GI pipes of medium class 'B' subject to owner's approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as required Job complete in all respects including the cost of all labour, tools, material etc. and as per specifications and directions of site engineer / Engineer-in-Charge. | Item 10.B.610 | ||
| 243 | 243 | 50 mm | Item 10.B.620 | 25 | Mtr |
| 244 | 244 | 100 mm | Item 10.B.630 | 20 | Mtr |
| 245 | 245 | DG Set in acoustic enclosure mounted on a common base frame, complete with PLC based AMF panel, 1 number fuel tank of 990 Ltrs along with piping interconnecting fuel tank & engine with isolation valves, batteries, battery charger & leads, AVM Pads, Residential Silencer, Motor driven separate lube oil priming pump, First fill of lube oil, Acoustic enclosure, complete for exhaust system including cladding & support structure, as per the specification, spares (2 years maintenance spares as mentioned in annexure-II and any other spares not covered in annexure-II but required as per the manufacturer recommendations) as per the specifications, all interconnecting power & controls cable along with the termination material (lugs & glands) etc., complete in all respect as per the specification. | Item 10.B.640 | ||
| 246 | 246 | 25 KVA without AMF Panel | Item 10.B.650 | 1 | No |
| 247 | 247 | LT DG set with PLC based AMF panel etc | Item 10.B.660 | 1 | No |
| 248 | 248 | INSTRUMENTATION | Item 10.C | ||
| 249 | 249 | Supply, Calibration and Installation of instrumentation items listed below:\n(For details, refer instrumentation specifications) | Item 10.C.10 | ||
| 250 | 250 | Pressure indicators of range 0 to 100 kg/cm2 as per the technical specifications attached in tender | Item 10.C.20 | 1 | Nos |
| 251 | 251 | Valve Junction Box -Electro Hydralic Operated Valves (EHOV) as per Datasheet and P&ID\nInstallation of valve junction box and their accessories inclusive of supply of necessary cable glands(double compression type), terminals and complete with cabling, glanding, termination and earthing followed by testing and commissioning of complete gas over oil actuated valve. | Item 10.C.30 | 1 | Nos |
| 252 | 252 | Gas Detection System (GDS)\nDesign, detailed engineering, supply, configuration, testing, installation, erection and commissioning of gas detection system. \nSupply and Laying of cable inside the cable trench, cable tray for hardwired signals and power cables from gas sensors to gas detectors control unit including glanding, termination, ferruling, dressing etc. at both ends.\nSupply of cable trays, installation and erection of cable trays and, supply of erection materials, cable ferrules, cable lugs, cable tie etc.\nFolllowing items are included in the Gas Detection System:- | Item 10.C.50 | ||
| 253 | 253 | LEL Controller (16 Channel & SIL-2 Certifed) as per tender specifications | Item 10.C.60 | 1 | Nos |
| 254 | 254 | IR Based explosion proof & weather proof (Point type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. | Item 10.C.70 | 2 | Nos |
| 255 | 255 | IR Based explosion proof & weather proof (Open Path type) Hydrocarbon detectors along with all mounting & other accessories as per tender specifications. | Item 10.C.80 | 2 | Nos |
| 256 | 256 | Explosion Proof / Weather Proof Hooters (for hazardous area) along with all mounting & other accessories as per the tender specifications. | Item 10.C.90 | 1 | Nos |
| 257 | 257 | Beacons (Explosion Proof & Weather Proof) for hazardous areasalong with all mounting & other accessories as per the tender specifications. | Item 10.C.100 | 1 | Nos |
| 258 | 258 | Weather proof junction boxes including supply of double compression cable glands, plugs for unused cable entries including WP certificates as per the tender specifications for various detectors in buildings. | Item 10.C.110 | 1 | Nos |
| 259 | 259 | Supply of cables for Gas Detection System are included in below: | Item 10.C.120 | ||
| 260 | 260 | SIZE: 1T X1.5 SQMM | Item 10.C.130 | 140 | Mtr |
| 261 | 261 | SIZE: 8T X1.5 SQMM | Item 10.C.140 | 100 | Mtr |
| 262 | 262 | SIZE: 2P X1.5 SQMM | Item 10.C.150 | 80 | Mtr |
| 263 | 263 | CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of telephone 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, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths.\n\nFollowing items are included in Cable Laying: | Item 10.C.160 | ||
| 264 | 264 | Cables having outer diameter upto 20mm | Item 10.C.170 | 220 | Mtr |
| 265 | 265 | Cables having outer diameter between 20 to 30 mm | Item 10.C.180 | 100 | Mtr |
| 266 | 266 | Supply & installation of miscelleneous installation material such as junction / terminal boxes for signal cable looping, surge protection devices, all types of cable glands, PVC conduit, clamping , fixing material and other installtion material, minor civil repair related to installation of detectors/laying of conduit & cables as per site requirement to complete the job in every respect. | Item 10.C.190 | 1 | Lot |
| 267 | 267 | Fire Alarm Control Panel (FACP) - Control Building\nDesign, detailed engineering, supply, configuration, testing, installation, erection and commissioning of FACP.\nFACP shall be installed in suitable cabinet inside control building.\nSupply, 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, cable tie etc. for successful commissioning of FACP.\n\nFollowing items are included in the Fire Alarm Control Panel (FACP):- | Item 10.C.200 | ||
| 268 | 268 | 2 loop, Addressable, Intelligent Fire Detection and Alarm Panel for automatic fire detection & annunciation of alarms for various types 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 | Item 10.C.210 | 1 | Nos |
| 269 | 269 | Addressable Multisensor Detectors, along with all mounting & other accessories for installation as per the tender specifications. | Item 10.C.220 | 14 | Nos |
| 270 | 270 | Addressable Manual Call Point (for Safe area) along with all mounting & other accessories as per the tender specifications. | Item 10.C.230 | 4 | Nos |
| 271 | 271 | Addressable Hooters (for Safe area) along with all mounting & other accessories as per the tender specifications. | Item 10.C.240 | 1 | Nos |
| 272 | 272 | Response Indicators used in below false ceiling and cable trench, along with all mounting & other accessories as per tender specifications. | Item 10.C.250 | 8 | Nos |
| 273 | 273 | Manual Call Point (Explosion Proof & Weather Proof) for hazardous area along with all mounting & other accessories as per tender specifications. | Item 10.C.260 | 1 | Nos |
| 274 | 274 | Cables, Cables Trays and Junction boxes\nSupply, laying, installation, erection of signals cable from field instruments to junction boxes including termination, ferruling, dressing etc.\nSupply of cable trays, cables glands, junction boxes, erection materials, cable ferrules, cable lugs, cable tie.\nInstallation and erection of cable trays and junction boxes. | Item 10.C.270 | ||
| 275 | 275 | Supply of Cables | Item 10.C.280 | ||
| 276 | 276 | SIZE: 2P X1.5 SQMM | Item 10.C.290 | 140 | Mtr |
| 277 | 277 | SIZE: 12C X1.5 SQMM | Item 10.C.300 | 120 | Mtr |
| 278 | 278 | CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of telephone 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, including cost of all labour, tools, consumable materials etc. and cutting the cables in required lengths.\n\nFollowing items are included in Cable Laying: | Item 10.C.310 | ||
| 279 | 279 | Cables having outer diameter upto 20mm | Item 10.C.320 | 260 | Mtr |
| 280 | 280 | Supply, installation & fixing of perforated GI trays of width 100 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentricstatic load as 70 Kg at the centre, with materials, labour, tools andtackles, consumables etc , as per drawings, specification anddirections of Site Engineer / Engineer-in-Charge. | Item 10.C.330 | 270 | Kg |
| 281 | 281 | Portable Gas Detector with controller, audio-visual alarm and suitable (intrisically safe) for hazardous area classified as classification Class I, Div. I Group C&D as per API-RP-500 as per tender specification | Item 10.C.340 | 1 | Nos. |
| 282 | 282 | CCTV System\nDesign, detailed engineering, supply, configuration, testing, installation, erection and commissioning of CCTV system. \nFolllowing items are included in the CCTV System:- | Item 10.C.350 | ||
| 283 | 283 | 1/3" Day-Night Colour True IP Network Fixed Camera , focal length 4 to 8 mm or better, with IP 66 weatherproof housing, in-built lightning & surge protection, suitable mount, camera mounted interfacing junction box as applicable complete with cables, connectors, required interfaces etc. as per tender specifications including necessary erection hardware, poles, brackets etc. with flexible / rigid conduit and all other accessories as required. | Item 10.C.360 | 8 | Nos. |
| 284 | 284 | Network Video Recorder/Failover NVR hardware as per specifications. The NVR Server shall be rack mount suitable for installation in Server Cabinet. | Item 10.C.370 | 1 | Nos. |
| 285 | 285 | Client Workstation along with licensed Operating System Software, Keyboard with Joystick along with required cables, connectors, interfaces complete as per specifications. | Item 10.C.380 | 1 | Nos. |
| 286 | 286 | CAT 6 cable and cabling from field cameras to CCTV control system. | Item 10.C.390 | 250 | Mtr |
| 287 | 287 | MECHANICAL/PIPING | Item 10.D | ||
| 288 | 288 | WORKS FOR CGS STATIONS (PIPING & MECHANICAL) | Item 10.D.10 | ||
| 289 | 289 | FABRICATION, ERECTION, INSTALLATION AND TESTING OF PIPING | Item 10.D.20 | ||
| 290 | 290 | 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 necessary intermediate storage area(s) thereof, as required; supply of all 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 all above ground piping fabrication works including cutting, edge preparation (inclusive of grinding the edges of pipes, fittings, flanges etc. to match with the matching edges of uneven / different thickness wherever required), fit up, bending, pre-heating wherever required, welding, threading etc.; erection of pipes of all types and thickness over sleepers, overhead on racks and at all elevations; hook-up with equipment nozzles; all types of inline and online instruments such as pressure / thermal safety valves (other than those covered separately), fittings of all sizes i.e. elbows, reducers, tees, 'o' lets, flanges, blind flanges, spectacle blinds, tapping's for pressure gauges, thermowells, hoses and hose couplings of all sizes, if applicable, vents and drains required for process and hydrotesting purposes etc. including fixing of all types of gaskets (including gaskets for RTJ flanges), bolts, studs and nuts of all sizes; carrying out non-destructive testing (excluding radiography covered subsequently in SOR) such as magnetic particle/ liquid penetration etc. as required; hook-up with existing piping / pipeline installed by others as per drawings wherever required; cleaning and flushing by water / compressed air, carrying out hydrostatic test, pneumatic test, valve functional test and any other type of testing as specified, de-pressurising, dewatering, drying by compressed air if applicable; cutting / rebeveling (as required), pre-commissioning and providing commissioning assistance to Commissioning Contractor / Agency for process piping and commissioning of non-process piping if applicable; 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.\nNote :-\na) Removal of 3LPE coating by cold methods & surface finishing as per Sa 2 1/2 shall be considered under this item. Bidder to quote accordingly.\nb) All butt welded fittings end shall generally match with connecting pipe wall thickness. However, in case of misalignment, contractor shall have to do end preparation accordingly without any extra cost.\nc) All couplings, nipples, plugs for nipple etc. as required shall be supplied by contractor without any extra cost.\nd) Supply and Installation of Pipes, Valves, fittings & flanges of size 2" & below is covered under this item.\ne) Any branch connection taken from mainline shall be considered under this SOR item only.\nf) Painting of pipe flange, fittings, valves, for all auxilary items suitable for normal corrosive as per specification is considered under this item. Bidder to quote accordingly\n\n\nNo extra cost shall be paid for the above items. | Item 10.D.30 | ||
| 291 | 291 | Installation of above ground Carbon Steel Process Piping as per details given below: | Item 10.D.40 | ||
| 292 | 292 | Size - 8.0 Inch, Thk/Sch - 6.4 mm , Material - API 5L Gr. X-52 PSL 2, (CHARPY), BE, ERW/Seamless | Item 10.D.50 | 120 | M |
| 293 | 293 | Size - 4.0 Inch, Thk/Sch - 6.4 mm , Material - API 5L Gr. X-52 PSL 2, (CHARPY), BE, ERW/Seamless | Item 10.D.60 | 24 | M |
| 294 | 294 | INSTALLATION OF VALVES | Item 10.D.90 | ||
| 295 | 295 | Receiving and taking over of all Owner supplied materials, equipment's from Owner's designated place(s) of issue, 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 necessary intermediate storage area(s) thereof, as required; supply of all materials, equipment, consumables as defined in Contractor's scope of supply and its transportation to the work site(s);installation of valves, flow meters, strainers, equipment's including fixing of gaskets, bolts, studs, nuts wherever required, levelling, aligning, installation and assembly of accessories including accessories for actuators including making electrical connections for such actuators, if any, by bolting/ threading or welding of pipes at all elevations, testing, completing all works in all respects as per drawings, specification, other provisions of Contract and directions of the Engineer-in-Charge.\n | Item 10.D.100 | ||
| 296 | 296 | Installation of above ground Flanged Valves (Ball / Plug / Check / Gate / Globe) as per details given below: | Item 10.D.110 | ||
| 297 | 297 | Size - 4.0 Inch, Rating - 300# | Item 10.D.120 | 4 | Nos. |
| 298 | 298 | Size - 8.0 Inch, Rating - 300# | Item 10.D.130 | 3 | Nos. |
| 299 | 299 | Installation of above ground Butt Welded Valves (Ball / Plug / Check / Gate / Globe) as per details given below: | Item 10.D.140 | ||
| 300 | 300 | Size - 8.0 Inch, Rating - 300# | Item 10.D.145 | 1 | Nos. |
| 301 | 301 | Supply including procurement, testing and transportation to worksite(s)/workshop(s) including loading, unloading and handling for the following materials to be supplied by Contractor as per the requirement of PMS, specifications, data-sheets, standards, instructions of Owner/ Engineer- in-Charge and other provisions of Contract. | Item 10.D.150 | ||
| 302 | 302 | VALVES | Item 10.D.160 | ||
| 303 | 303 | Supply of Flanged Ends Ball Valves as per PMS and Data Sheet | Item 10.D.170 | ||
| 304 | 304 | Size - 4 Inch, 300#, Flanged Ends, Design Standard - API 6D, Floating type, Reduced Bore Ball Valve, Lever Operated ASTM A352 GR.LCC | Item 10.D.180 | 1 | Nos. |
| 305 | 305 | Supply of above ground Carbon Steel Process Piping as per details given below | Item 10.D.190 | ||
| 306 | 306 | Size - 4.0 Inch, Thk/Sch - STD, Material - ASTM A 333 GR.6,BE SEAMLESS | Item 10.D.200 | 24 | M |
| 307 | 307 | Size - 4.0 Inch, Thk/Sch - XS, Material - ASTM A 333 GR.6,BE SEAMLESS | Item 10.D.210 | 24 | M |
| 308 | 308 | FLANGES | Item 10.D.220 | ||
| 309 | 309 | Supply of Weld Neck Raised Face (WNRF) Flanges as per details below: | Item 10.D.230 | ||
| 310 | 310 | Size - 8.0 Inch, 300# , Thk/Sch - 6.4 mm, Material - ASTM A105 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5 | Item 10.D.240 | 8 | Nos. |
| 311 | 311 | Size - 4.0 Inch, 300# , Thk/Sch - 6.4 mm , Material - ASTM A105 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5 | Item 10.D.250 | 3 | Nos. |
| 312 | 312 | Supply of Blind Flanges as per details below: | Item 10.D.280 | ||
| 313 | 313 | Size - 4.0 Inch, 300# , Thk/Sch - 6.4 mm , Material - ASTM A105 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.5 | Item 10.D.290 | 2 | Nos. |
| 314 | 314 | Supply of Fig 8 (Spectacle Blind) as per details given below: | Item 10.D.300 | ||
| 315 | 315 | Size - 8.0 Inch, 300#, Material - ASTM A105 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.48 | Item 10.D.310 | 3 | Nos. |
| 316 | 316 | Size - 4.0 Inch, 300#, Material - ASTM A105 (Charpy), Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.48 | Item 10.D.320 | 3 | Nos. |
| 317 | 317 | Size - 4 Inch, 300#, Material - ASTM A350 GR.LF2, Face/Finish - RF/125AARH , Dimn. Std. - ASME B16.48 | Item 10.D.330 | 2 | Nos. |
| 318 | 318 | FITTINGS | Item 10.D.340 | ||
| 319 | 319 | Supply of R=1.5D 90o BW Elbow as per details given below: | Item 10.D.350 | ||
| 320 | 320 | Size - 8.0 Inch, 300# ,Thk/Sch - 6.4 mm, Material - ASTM A234 GR.WPB (Charpy) Dimn. Std. - ASME B 16.9 | Item 10.D.360 | 10 | Nos. |
| 321 | 321 | Size - 4.0 Inch, 300# ,Thk/Sch - 6.4 mm, Material - ASTM A234 GR.WPB (Charpy) Dimn. Std. - ASME B 16.9 | Item 10.D.370 | 6 | Nos. |
| 322 | 322 | Size - 4.0 Inch, 150# ,Thk/Sch - STD, Material - ASTM A420 GR.WPL6 Dimn. Std. - ASME B 16.9 | Item 10.D.380 | 6 | Nos. |
| 323 | 323 | Supply of BW Equal Tee as per details given below: | Item 10.D.400 | ||
| 324 | 324 | Size -8.0 Inch,300#, Thk/Sch - 6.4 mm , Material - ASTM A234 GR.WPB, Dimn. Std. - ASME B 16.9 | Item 10.D.410 | 3 | Nos. |
| 325 | 325 | Supply of BW Un-equal Tee as per details given below: | Item 10.D.420 | ||
| 326 | 326 | Size -8.0 Inch x 4.0 Inch,300#, Thk/Sch - 6.4 mm x 6.4 mm , Material - ASTM A234 GR.WPB, Dimn. Std. - ASME B 16.9 | Item 10.D.430 | 5 | Nos. |
| 327 | 327 | Size -4.0 Inch x 2.0 Inch,150#, Thk/Sch -STD x XS , Material - ASTM A350 GR.LF2, Dimn. Std. - ASME B 16.9 | Item 10.D.440 | 2 | Nos. |
| 328 | 328 | Size -4.0 Inch x 2.0 Inch, 300#, Thk/Sch - XS x XS , Material - ASTM A350 GR.LF2, Dimn. Std. - ASME B 16.9 | Item 10.D.450 | 2 | Nos. |
| 329 | 329 | Supply of Sockolet conforming to MSS-SP-97 as per details given below | Item 10.D.460 | ||
| 330 | 330 | 8" x 0.75", 6000#, ASTM A105 | Item 10.D.470 | 4 | Nos. |
| 331 | 331 | Supply of Weldolet conforming to MSS-SP-97, Material - ASTM A105 (CHARPY) and as per details given below: | Item 10.D.480 | ||
| 332 | 332 | 8" x 2", Thk/Sch - 6.4 mm X XS | Item 10.D.490 | 4 | Nos. |
| 333 | 333 | Bolts & Gaskets | Item 10.D.500 | ||
| 334 | 334 | Supply of Bolts as per details given below: | Item 10.D.510 | ||
| 335 | 335 | Size -8.0 Inch,300#, Material- Bolt: ASTM A193 GR.B7 Nut: ASTM A194 GR.2H, Dimn. Std. - ASME B 16.9 | Item 10.D.520 | 148 | Nos. |
| 336 | 336 | Size -4.0 Inch,300#, Material- Bolt: ASTM A193 GR.B7 Nut: ASTM A194 GR.2H, Dimn. Std. - ASME B 16.9 | Item 10.D.530 | 100 | Nos. |
| 337 | 337 | Size -4.0 Inch,300#, Material- Bolt: ASTM A320 GR.L7 Nut: ASTM A194 GR.4, Dimn. Std. - ASME B 16.9 | Item 10.D.540 | 30 | Nos. |
| 338 | 338 | Supply of Gaskets as per details given below: | Item 10.D.550 | ||
| 339 | 339 | Size - 8.0 inch, 300# | Item 10.D.560 | 14 | Nos. |
| 340 | 340 | Size - 4.0 inch, 300# | Item 10.D.570 | 30 | Nos. |
| 341 | 341 | RADIOGRAPHY: | Item 10.D.580 | ||
| 342 | 342 | Performance of radiographic inspection of piping of all types, sizes, thickness including providing or hiring of all necessary equipment, supply of all consumables including radiographic films and whatever else even though not expressly mentioned but required to perform the work as per specification and instructions of Engineer-in-Charge. Contractor to submit DPR, Inspection Report along with Radiography Report to Engineer-in-Charge.\n\nNote :\na) All NDT including Radiography, MPT, LPT for 2" and below are covered under this SOR item. No separate payment shall be made.\n\nRadiography of piping joints as per details given below: | Item 10.D.590 | ||
| 343 | 343 | Size - 8.0 Inch | Item 10.D.600 | 60 | Nos. |
| 344 | 344 | Size - 4.0 Inch | Item 10.D.610 | 75 | Nos. |
| 345 | 345 | PIPE SUPPORTS | Item 10.D.620 | ||
| 346 | 346 | Supply, fabrication and erection of pipe/ equipment supports (for all sizes/ thickness) including shoes, pipes etc. as required, cradles, turn buckles, T-posts for all types of guides, anchors, special supports for cold/hot insulated pipes etc. if applicable, all necessary equipment, consumables, labour etc. for completing all works including supply of bolts, nuts, washers, U-clamps, wooden blocks etc. as required for supporting, supply and application of paints and primers suitable for normal corrosive painting environment as defined in contract document and as per standard specification for painting specification no. VPC-SS-PI-0008, Drawings, Specification, Standards, other provisions of Contract and instruction of Engineer-in-Charge. | Item 10.D.630 | ||
| 347 | 347 | MS Structural Steel | Item 10.D.640 | 0.75 | MT |
| 348 | 348 | PIPING LEAKS / BURSTS (ATTRIBUTABLE TO OWNER) | Item 10.D.650 | ||
| 349 | 349 | All works for leak/burst (occurring during hydrostatic testing) including necessary repair/replacement of defective pipe length, including cutting and removing out defective pipes, welding, NDT of welds, repair and re-testing of defective welds, painting of welded joints, clean-up, re hydro testing of the pipe segment including providing all necessary equipment's, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, specifications enclosed with the Contract and directions of Engineer-in- Charge.\n\nNote:\na) This rate shall be applicable for manufacturing defects in Company supplied materials only. | Item 10.D.660 | 8 | Inch Meter |
| 350 | 350 | Fire Fighting Equipment (Portable Extinguishers) \nSupply, installation and commissioning of the following fire fighting equipment | Item 10.D.670 | ||
| 351 | 351 | 75 kg capacity DCP type (trolley mounted) | Item 10.D.680 | 2 | Nos. |
| 352 | 352 | 10 kg capacity DCP fire extinguisher (trolley mounted) | Item 10.D.690 | 19 | Nos. |
| 353 | 353 | 5 kg capacity DCP fire extinguisher (trolley mounted) | Item 10.D.700 | 2 | Nos. |
| 354 | 354 | 2 kg capacity CO2 fire extinguisher (portable) | Item 10.D.710 | 2 | Nos. |
| 355 | 355 | 4.5 kg capacity CO2 fire extinguisher (portable) | Item 10.D.720 | 2 | Nos. |
| 356 | 356 | 6.8 kg capacity CO2 fire extinguisher (portable) | Item 10.D.730 | 1 | Nos. |
| 357 | 357 | 4 Nos. Sand Buckets with stand & canopy | Item 10.D.740 | 4 | Nos. |
| 358 | 358 | SUPPLY OF RAIN CAP | Item 10.D.750 | ||
| 359 | 359 | Supply and Installation of Rain Cap including all necessary fabrication works, including providing all necessary equipment's, labour, materials, consumables and inputs other than Owner supplied materials and performing all works as per drawings, data sheet, specifications enclosed with the Contract and directions of Engineer-in-Charge. | Item 10.D.760 | ||
| 360 | 360 | 4" Rain Cap for Vent. | Item 10.D.770 | 1 | No |
| 361 | 361 | Nitrogen Supply | Item 10.D.780 | ||
| 362 | 362 | Supply of Nitrogen with cylinder for localized purging, Hook up of pipeline and piping. | Item 10.D.790 | 30 | M3 |
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