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| 1 | GST % for the tenderPlease select the rate of GST in cell AY13. Rate selected shall be applicable for all the items under BoQ. |
| 2 | Supply |
| 3 | Supply of ASTM A106 Gr.B Pipe: 1.315\\" ODx 0.179\\"WT (Sch.XS) ASTM A 106 Gr B Bare pipe |
| 4 | 1\\" WNRF 600# |
| 5 | 3/4\\" WNRF 600# |
| 6 | 1\\" 600# 90 deg LR Bend |
| 7 | 1\\" ANSI 600# Equal Tee |
| 8 | 1\\" x 800# W/W, A/G, HOV, API 602 GATE VALVE |
| 9 | 24\\"x2\\" X 600# Weld-o-let |
| 10 | 2\\"x1\\" x Concentric Reducerx 600# |
| 11 | 1\\" 3000 Class St. NIPPLE |
| 12 | 1\\" 3000 Class HALF COUPLING |
| 13 | 2\\"x ANSI 600 # F/F BS 1868 Swing Check Valve |
| 14 | Fasteners for Flanges 1\\" x 600# (0.625\\" Dia. X 4.00\\" Length) |
| 15 | Fasteners for Flanges 2\\" x 600# (0.625\\" Dia. X 4.75\\" Length) |
| 16 | 1\\" SWMG ANSI 600# |
| 17 | 2\\" SWMG ANSI 600# |
| 18 | CONTROL CABLE SIZE: 40C X1.5 SQMM (SAP CODE -7778323004) |
| 19 | Service |
| 20 | Above ground process piping: 1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe: Taking delivery & transporting of pipes from designated stock pi le location /Designated godown both from outside & inside station premises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within station premises, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and installing pipes and pipe fittings, flanges, elbows, equal and reducing outlet tees,concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pressure gauges, thermal relief valves, thermowells etc., installing above ground at all elevations connecting with equipment nozzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compressed air, hydrostatic testing of each section to the specified pre ssure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labo ur, material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in th is contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engine er / EIC. Thickness and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. |
| 21 | Under ground piping for Process piping (with PU/3LPE Coating):1 NPS (1.315\\" OD x 0.179\\"/ 0.250\\" WT) ASTM A106/ A333/ A53 Pipe:Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within sta tion premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparation, ben ding, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and in stalling pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reducers, d rain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., underground at e levations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning exposed ste el surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (where ver sand blast cleaning is not possible) free of dust, grease, mill scales etc. and applying single layer polyurethane coating(PU) u sing 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of the coatin g, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the specified p ressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, provid ing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically under taken to be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, speci fications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated. Note: 1. Thickn ess and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD. 2. Payment for external PU/ e poxy coating shall be done separately as per relevant SOR item. |
| 22 | Installation of Swing check valve 2\\", 600#/900#, F/F: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and paintin g of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of under ground portion s (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation instructions and spe cifications and instructions of the Site Engineer / EIC. |
| 23 | Installation of BALL/GATE Valves MOV/HOV: 1\\", 600#/800#/900#/1500#, W/W: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporting the same to site, erecting above ground on preconstructed foundat ions or underground including earth work in excavation and filling for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of under ground portions (if applicable) or flood coating and wrapping of u nder ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken to be supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer's installation i nstructions and specifications and instructions of the Site Engineer / EIC. |
| 24 | Dismantling of Piping (Aboveground) and Equipment: Dismantling of existing over ground piping works of all types and sizes by openin g flange joints or by gas cutting/ cold cutting or any other approved suitable means without damaging other portions of work. The jo b includes evacuation of the contents of the piping, cutting the pipes to required sizes as directed, taking out valves, flanges, te es, bends, gaskets nuts, bolts etc. attached supports alongwith any instruments such as pressure gauge, temperature gauge etc. handl ing, transporting and storing at owner's designated store in safe manner to avoid damage including supply of all labour, materials, equipments, consumables etc. necessary to perform and complete the work in all respects as per drawings, instructions of the Site En gineer / EIC (payment shall be made on linear measurement of dismantled piping including bends tees etc.). Note : The contractor sha ll indicate the piping system to be dismantled and shall take specific approval from the Site engineer before dismantling of pipe. C ertain redundant pipes which in the opinion of the Owner need not be retrieived, those items shall not be dismantelled. |
| 25 | Dismantling of Structures: Dismantling by opening joints or by gas cutting/ cold cutting (wherever required as per site condition) o f existing steel structural such as support for pipes, pipe fittings, valves, plate forms, walkways, stairways etc. including excava tion work wherever required handling, loading into truck for purpose of weighing, shifting to the designated location within the pum p station premises and handing over, completing the work in all respect as per drawings, instruction of the Site Engineer / EIC. |
| 26 | 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] |
| 27 | 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] :Nominal con crete 1:4:8 or leaner mix (including equivalent design mix) |
| 28 | Excavation over areas: Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas including trimmin g of sides of the trenches, dressing, ramming and levelling the bottom of the trenches correct to level, grade etc. including fillin g in sides of foundation trenches, plinth etc. with the excavated earth available and/or depositing the excess earth within station area limits, in layers not exceeding 20 cms. thick, consolidating each deposited layer by ramming, watering, dressing to level and g rade , complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. : In all kinds of soil |
| 29 | Cable Laying - Laying of all type of cables LT (PVC / XLPE /Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable r acks, in trays, in protective pipes, poles, columns, in conduits, in panels and on structures etc.; including the supply and install ation of all required materials such as fixing clamps, screws, cable straps, tags, etc. as required (other than the supply of the co nduits, cables, pipes, cable racks, trays, poles, structures and panels) complete in all respect, including cost of all labour, tool s, consumable materials, etc. and cutting the cables in required lengths as per drawings, specification and directions of Site Engin eer / Engineer-in-Charge: Power Control cables LT : OD upto 20 mm |
| 30 | CABLE LAYING: Laying of armoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of tel ephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels, in bui ldings, walls, ceilings, and on structures etc.; including the supply and installation of all required materials such as fixing clam ps, screws, cable straps, tags etc. as required (other than the supply of the conduits, cables, pipes, cable racks, trays, poles, st ructures and panels) complete in all respect,as per specifications,drawings and directions of the SiteEngineer, including cost of al l labour, tools, consumable materials etc. and cutting the cables in required lengths: Cables having outer diameter between 20 to 30 mm |
| 31 | Composite |
| 32 | Supply, Installation and commissioning of Complete Corrosion Inhibitor Injection System including CI storage tanks, pumping arrange ment and associated piping and instrumentation as per attached specifications. Note: Confirmation regarding execution of this item to be obtained from PLHO before placement of order upon sub-vendor. |
| 33 | 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 trenches, plinth, sides of foundation etc. including watering, compacting in layers not exceeding 20cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 34 | 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 res pects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer . |
| 35 | 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,l intels, balconies, shelves, plain window sills, roof slabs, facia, canopies, fins, porch, water tank etc. including providing center ing, shuttering, staging, scaffolding, form work etc compacting with mechanical vibrator, curing etc. complete in all respects inclu sive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. (Payment for Reinforcement shall be made as per relevant item of SOR). a) All work up to plinth level |
| 36 | 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: 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] |
| 37 | 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: 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 38 | Providing and fixing at all heights, levels and locations colour finish Aluminium alloy roofing sheets of alloy IS designation 3150 0, temper Hx8 conforming to IS:737 and dimensions as per IS:2676 with characteristics of good formability and corrosion resistance. The profile sheets shall be fixed to truss members in slope or required pitch or curvature with Hex cap headed self drilling/ tapppi ng stainless steel screws M6, 50 mm long with 3 mm EPDM seal washer etc. all inclusive of labour, scaffolding, T&P and sundries etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of truss/ framework shall be paid separately under relevant item o f SOR]. 0.56 mm, Aluminium colour coated troughed profile with centre to centre pitch of 200 mm, depth of 32 mm, overall profile width 1092 mm, cover width 1000 mm. |
| 39 | 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 c omplete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directio n of Site Engineer. : Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 40 | Supplying at site, steel structural items such as steel plates, bars, MS gratings, chequered plates, angles, beams channels, commerc ial quality heavy pipes, C.I. Rollers, bolts & nuts, washers, grouting bolts, padding plates etc., fabrication and erection of saddl e supports and other type of supports for pipes manifolds and valves, fabrication and erection of platforms walkways, stairways etc. , sand blast/ power brush cleaning, priming and painting the finished structures including supply of all other inputs such as labour , materials, consumable etc. necessary to perform and complete the work in all respect, in accordance with drawings, specifications and instructions of the Site Engineer / EIC. |
| 41 | External Painting of Piping/ Equipment: Surface preparation of piping, equipment and valves etc. by abrasive blast cleaning or with power wire brush (wherever blast cleaning is not possible) confirming to SA 2.5, making the surface free of dust, grease, mill scale s etc., application of 1 coat x 50-75 microns DFT of Inorganic Zinc Ethyl Slicate Primer, followed by application of sealer coat of 30 micron DFT and intermediate coat of 150 micron DFT with surface tolerant epoxy mastic paint and 2 coats x 50 micron each DFT of I socynate Aliphatic Poly Urethene (PU) by airless spray, with approved materials, paints, tools, tackles, consulambles, non-consumabl es, labour, equipment etc. to complete the job in all respects as per specification and instructions of the Site Engineer / EIC. The total DFT shall be minimum 330 microns. |
| 42 | 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] |
| 43 | Supply, installation & fixing of prefabricated perforated GI cable trays with tray cover 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. Please Enable Macros to View BoQ information |
