Indian Oil Corporation Limited-IOCL has published Laying 6.625 Inch Od For Approx. 10.6Km Under The R-Lng Pipeline Project For Providing Connectivity From Sv 124 Of Etbpnmtpl Project To Bhel Trichy And Associated Combined Station Works Srp21ts065. Submission Date for this Tender is 20-05-2022. Pipe Laying Tenders in Trichy Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-May-2022 | Corrigendum for technical annexures | Technical Bid | 13-05-2022 |
| 2 | 14-May-2022 | Extension of submission time | Date | 20-05-2022 |
| Sl. No. | Item Description |
| 1 | CIvil_BHEL Connectivity from SV-124|Che |
| 2 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in widt h as well as 10 sqm on plan) including getting out and disposal of excavated earth, all works up to any lead and lift, as directed b y the Engineer-in-Charge : |
| 3 | 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) in all kinds of soil including getting out and disposal of excavated earth up to all lead and lift, as directed by the Engineer-in-Charge. |
| 4 | In all kinds of soil |
| 5 | In Ordinary rock |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in d epth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5m. |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 8 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material : |
| 9 | Beyond 30 cm girth upto and including 60 cm girth |
| 10 | Beyond 60 cm girth upto and including 120 cm girth |
| 11 | Beyond 120 cm girth upto and including 240 cm girth |
| 12 | Supplying chemical emulsion (Chlorpyriphos/ Lindane emulsifiable concentrate of 20%) in sealed containers including delivery as spec ified. |
| 13 | Diluting and injecting chemical emulsion (Chlorpyriphos/ Lindane E.C. 20% with 1% concentration) for POST-CONSTRUCTIONAL anti-termit e treatment (excluding the cost of chemical emulsion) : |
| 14 | Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substru cture to a depth of 300 mm including excavation channel along the wall & rodding etc. complete : |
| 15 | "Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diamete r holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : " |
| 16 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree an d plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : |
| 17 | Filling the excavated earth to required grade, level & profile in low lying areas including watering, ramming, compacting at optimummoisture content to 90% of Proctor"s density consolidation by rolling with 8 to 10 tonne power rollerin layers not exceeding 20 c m 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 Engineer-in-Chargecomplete in all respects inclusive of cost of all labour, mate rials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 18 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor"s own borrow areas including royalty, wit h all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisturecontent to 90% of Proctor"s density, consolidation androlling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thic kness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 19 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : |
| 20 | 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from n atural sources] |
| 21 | 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] |
| 22 | 1:3:6 (1 cement : 3 coarse sand (Zone-III) derived from natural sources : 6 graded stone aggregate 40 mm nominal size derived from n atural sources) |
| 23 | 1:4:8 [1 cement : 4 coarse sand (Zone-III) derived from natural sources : 8 graded stone aggregate 40 mm nominal size derived from n atural sources] |
| 24 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natu ral sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 25 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on dam p proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 26 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded ston e aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well ramm ed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc . complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direc tions of the Engineer-in-Charge. |
| 27 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishi ng and reinforcement - All work up to plinth level : |
| 28 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 29 | 1:2:4 [1 cement : 2 coarse sand derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sour ces] |
| 30 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fille ts, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering , shuttering, finishing and reinforcement, with : |
| 31 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 32 | 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 cos t of centering, shuttering, finishing and reinforcement, with : |
| 33 | 1:1.5:3 [1 cement : 1.5 coarse sand (Zone-III) derived from natural sources : 3 graded stone aggregate 20 mm nominal size derived fr om natural sources] |
| 34 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 35 | Foundations, footings, bases of columns, etc. for mass concrete |
| 36 | Suspended floors, roofs, landings, balconies and access platform |
| 37 | Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 38 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 39 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto pli nth level : |
| 40 | Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 41 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above pl inth level : |
| 42 | Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 43 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concr ete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mi x, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, inc luding admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per directions of the Engineer-in-Charge. [Note : Cement content considered in this item is @ 3 30 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately.] : |
| 44 | All works upto plinth level |
| 45 | All works above plinth level upto floor V level |
| 46 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 47 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 48 | Add for using extra cement in the items of design mix over and above the specified cement content therein. [Note: Unit "QN" shall me an "QUINTAL"] |
| 49 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as wellas fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batch ing plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , ex cluding the cost of centering, shuttering finishing and reinforcement, including cost of admixtures in recommended proportions as pe r IS:9103 to accelerate/ retard setting of concrete, improve workability without impairing strength and durability as per directionsof the Engineer-in-Charge. [Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately] : |
| 50 | All works upto plinth level |
| 51 | All works above plinth level upto floor V level |
| 52 | Add for plaster drip course/ groove in plastered surface or moulding to R.C.C. projections. |
| 53 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding downbolts 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] |
| 54 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : |
| 55 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 56 | Brick work with common burnt clay F.P.S. (non-modular) bricks of class designation 7.5 in superstructure above plinth level up to fl oor V level in all shapes and sizes in : |
| 57 | Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 58 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundations and plinth in : |
| 59 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 60 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut Granite (of any colour and s hade) for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour an d texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matc hing pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete atall levels : |
| 61 | Area of slab up to 0.50 sqm |
| 62 | 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, inskirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey ce ment slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. |
| 63 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations lai d 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 d irections of the Engineer-in-Charge. |
| 64 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid ov er and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colo ur as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and direct ions of the Engineer-in-Charge. |
| 65 | Providing and fixing ISI marked flush door shutters conforming to IS:2202 (Part I) non-decorative type, core of block board construc tion with frame of 1st class hard wood and well matched commercial 3 ply veneering with vertical grains or cross bands and face vene ers on both faces of shutters : |
| 66 | 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws |
| 67 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrange ments for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27. 5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS:4454 (Part-1) and M.S. top co ver of required thickness for rolling shutters : |
| 68 | 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 69 | Providing and fixing ball bearing for rolling shutters. |
| 70 | Supplying and fixing circular/ hexagonal M.S. Sheet ceiling fan box with clamp, 140 mm internal diameter, 73 mm height, 3 mm thick r im bottom, and top lid of 1.5 mm thick, M.S. sheet lids shall be screwed into the M.S. box by means of 3.0 mm diameter round headed screws, clamp shall be made of 12 mm diameter M.S. bar bent to shape as per standard drawings with over all length as 80 cm completein all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of t he Engineer-in-Charge. |
| 71 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, cl addings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cut ting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpre paration of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying& applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER orany other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of conc rete work). |
| 72 | Supplying & fixing welded wire mesh door made from steel wire fabric of rectangularmesh 75 x 25 mm size, weight not less than 7.75Kg/sqm fixed on angle iron frame by welding, fixing of holdfast, hinges, door handles, tower bolts, aldrops (2 Nos.), painting withtwo coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer, excluding frame etc. complete in all respects i nclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Cha rge. [Note: Angle iron frame shall be paid separately]. |
| 73 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lift ing arrangements complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifica tions and directions of the Engineer-in-Charge. |
| 74 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 la id to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labo ur, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 75 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner topping, under layer of 40 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 12 mm thick metallic concrete hardne r consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IR ONITE 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 specific ations and directions of the Engineer-in-Charge. |
| 76 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make & colour using acid and/or alkali resisting mor tar bedding and filling joints with acid and/or alkali resisting cement as per IS:4457, all complete as per specifcations and direct ions of the Engineer-in-Charge : |
| 77 | In flooring on a bed of 10 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 78 | In dado/ skirting on 12 mm thick mortar 1:4 (1 acid and/or alkali resistant cement : 4 coarse sand) : |
| 79 | Providing and laying Polished Granite stone slab (Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent) flooring in required de sign and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 1 8 mm thick stone slab over 20 mm (average) thick base of cement mortar 1:4 (1 cement : 4 coarse sand), laid and jointed with cement slurry and pointing with white cement slurry admixed with pigment of matching shade, including rubbing, curing and polishing etc. al l complete as specified and as directed by the Engineer-in-Charge. |
| 80 | Kota stone slab flooring 25 mm thick over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigmen t to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse san d) : |
| 81 | 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 cemen t: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and poli shing complete. |
| 82 | 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 mat ching pigment, etc. complete. |
| 83 | Providing and laying vitrified floor tiles in different sizes (thickness to be specified by the Manufacturer) with water absorption less than 0.08% and conforming to IS:15622, of approved make, in all colours and shades, laid on 20 mm thick cement mortar 1:4 (1 ce ment : 4 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joints with white cement and matching pigments etc., complete : |
| 84 | Size of Tile 600x600 mm |
| 85 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of c ement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including grouting the joint with white cement & matching pigments etc. complete : |
| 86 | Size of Tile 600x600 mm |
| 87 | Providing and fixing 2 mm thick P.V.C. (BHOR or equivalent make) sheet/ tile flooring on a smooth and damp proof base using rubber b ased adhesives includingrolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgra de, damp proof course consisting of 30 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5 mm n ominal size) as directed by the Engineer-in-Charge. |
| 88 | Providing and laying 10 mm thick white ceramic tiles over 15 mm layer of cement mortar 1:3 (1 cement : 3 fine sand) mixed with waterproofing compound finished neat etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as p er drawings, specifications and directions of the Engineer-in-Charge. |
| 89 | Providing gola 75x75 mm (in 75x75 mm deep chase) in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and do wn gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. |
| 90 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggr egate 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 s and) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 91 | Providing and fixing on wall face Unplasticised Rigid PVC (uPVC) rainwater pipes (110 mm diameter, single socketed) conforming to IS :13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion. |
| 92 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipe s conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : |
| 93 | Coupler (110 mm) |
| 94 | Single Push-fit Coupler (110 mm) |
| 95 | Bend- 87.5 Degrees (110 mm) |
| 96 | Shoe - Plain (110 mm) |
| 97 | 15 mm cement plaster on the rough side of single or half brick wall of mix : |
| 98 | 1:6 (1 cement : 6 fine sand) |
| 99 | 15 mm cement plaster on rough side of single or half brick wall of mix : |
| 100 | 1:6 (1 cement : 6 coarse sand) |
| 101 | 6 mm cement plaster of mix 1:3 (1 cement : 3 fine sand) |
| 102 | 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. |
| 103 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 104 | Water thinnable cement primer |
| 105 | Finishing walls with textured exterior paint of required shade : |
| 106 | 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 |
| 107 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 108 | Two or more coats on new work |
| 109 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wa ll surface to prepare the surface even and smooth complete. |
| 110 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 gra ms/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour : |
| 111 | Two coats |
| 112 | Providing and laying APP (Atactic Polypropylene Polymer) modified prefabricated five layer, 3 mm thick water proofing membrane, blac k finished reinforced with non-woven polyester matt consisting of a coat of bitumen primer for bitumen membrane @ 0.40 litre/sqm by the same membrane manufacture of density at 25°C, 0.87-0.89 kg/ litre and viscocity 70-160 cps. Over the primer coat the layer of me mbrane shall be laid using Butane Torch and sealing all joints etc, and preparing the surface complete. The vital physical and chemi cal parameters of the membrane shall be as under : (a) Joint strength in longitudinal and transverse direction at 23°C as 650/450N/5 cm. (b) Tear strength in longitudinal and transverse direction as 300/250N. (c) Softening point of membrane not less than 150°C. (d)Cold flexibility shall be up to -2°C when tested in accordance with ASTM, D-5147. The laying of membrane shall be got done through the authorised applicator of the manufacturer of membrane. |
| 113 | Demolishing cement concrete manually/ by mechanical means including disposal of material within 50 metres lead as per the directionsof 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] : |
| 114 | Nominal concrete 1:3:6 or richer mix (including equivalent design mix) |
| 115 | Demolishing R.C.C. work manually/ by mechanical means including stacking of steel bars and disposal of unserviceable material within50 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 todismantling operations. (3) Cutting of all reinforcement shall be done using hack saw or chiesel or any other method as approved bythe Engineer-in-Charge] |
| 116 | Demolishing brick work in cement mortar manually or by mechanical means including stacking of serviceable material and disposal of u nserviceable material within 50 metres lead as per the directions of Engineer-in-Charge. [Notes: (1) Dismantling shall be allowed du ring day shift only & prior permission for the same shall be obtained. (2) Providing of necessary covers/ barricades around the workarea shall be done prior to dismantling operations] |
| 117 | Dismantling steel work manually/ by mechanical means in built up sections without dismembering and stacking within 50 metres lead asper direction of Engineer-in-charge. [Notes: (1) Dismantling shall be allowed during day shift only & prior permission for the sameshall be obtained. (2) Providing of necessary covers/ barricades around the work area shall be done prior to dismantling operations . (3) Cutting of steel shall be done using hack saw or chiesel or any other method as approved by the Engineer-in-Charge.] |
| 118 | Dismantling of flexible pavement (bituminous courses) by mechanical means and disposal of dismantled material up to a lead of 1 kilo metre, as per the directions of Engineer-in-Charge. |
| 119 | Disposal of building rubbish/ malba/ similar unserviceable, dismantled or waste materials by mechanical means, including loading, tr ansporting, unloading to approved municipal dumping ground or as approved by the Engineer-in-Charge, beyond 50 m initial lead, for a ll leads including all lifts involved. |
| 120 | ROAD WORK : |
| 121 | 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 s ub grade and disposal of surplus earth with lead up to 50 metres. |
| 122 | Providing and laying design mix reinforced cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as perdesign mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specifi ed design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading, levelling to required s lope/ camber and compacting mechanically by using screed board vibrators, vaccum dewatering process and finally finishing in require d texture by floating & brooming with wire brush, including steel form work with sturdy M.S. channel sections, curing, making provis ion for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing ex pansion joints as per drawing including dowel cap, sponge, sealing tape, bitumen painting, debonding tape and filling joints with ap proved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealan ts, dowel bars with sleeve/ tie bars to be paid separately. (2) The item rate is inclusive of cost of dowel cap, sponge, sealing tap e, bitumen painting, debonding tape. (3) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design m ix is payable/ recoverable separately]. |
| 123 | Cement concrete prepared with batch mixing machine |
| 124 | Providing and fixing in position pre-moulded joint filler in expansion joints. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PERCENTIMETRE WIDTH PER METRE LENGTH"]. |
| 125 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 126 | Using Grade "A" sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"]. |
| 127 | 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 fo r 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, sca les, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fas teners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 128 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic materi al by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank hea ter and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the ro ad surface of all dirt, seals, oil, grease and foreign material etc. complete as per directions of the Engineer-in-Charge and accord ance with applicable specifications. |
| 129 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thicknes s with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per s pecifications and directions of the Engineer-in-Charge : |
| 130 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 131 | Providing and laying factory made chamfered edge interlocking Cement Concrete paver blocks in foot path, park & lawns driveway or li ght & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in req uired colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver b locks into the sand bedding layer through vibratory compaction by using plate vibrator, filling the joints with sand and cutting of paver blocks as per required size and pattern, finishing and sweeping extra sand, all complete as per manufacturer"s specifications & directions of the Engineer-in-Charge : |
| 132 | 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 133 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement concrete in position to the required line,level and curvature, jointed with cement mortar 1:3 (1 cement: 3 coarse sand), including making joints with or without grooves (thi ckness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc . as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) PrecastC.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 134 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever), conforming to IS:7231, with allfittings and fixtures complete, including cutting and making good the walls and floors wherever required : |
| 135 | W.C. pan with ISI marked white solid plastic seat and lid. |
| 136 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I cl amps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 137 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 138 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, includ ing painting of fittings and brackets, cutting and making good the walls wherever require : |
| 139 | White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 140 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : |
| 141 | Flexible Pipe : |
| 142 | 32 mm diameter |
| 143 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board grou nd fixed to wooden cleats with C.P. brass screws and washers complete. |
| 144 | Providing and fixing toilet paper holder : |
| 145 | C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). |
| 146 | Providing and fixing soil, waste and vent pipes : |
| 147 | 100 mm diameter : |
| 148 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 |
| 149 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, t ackles etc. as per specifications and directions of the Engineer-in-Charge : |
| 150 | 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. |
| 151 | C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). |
| 152 | Internal Work - Exposed on wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, including fixing the pipe with clamps at 1.00 m spacing. Th is includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per directions of the E ngineer-in-Charge : |
| 153 | 15 mm nominal outer dia pipes |
| 154 | 20 mm nominal outer dia pipes |
| 155 | Internal Work - Concealed in wall: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for ho t & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This i ncludes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same inclu ding testing of joints complete as per directions of the Engineer-in-Charge : |
| 156 | 15 mm nominal dia pipes |
| 157 | 20 mm nominal dia pipes |
| 158 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water suppl y including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, t renching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : |
| 159 | 80 mm nominal dia pipes |
| 160 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 161 | 25 mm nominal bore |
| 162 | 32 mm nominal bore |
| 163 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms: |
| 164 | 15 mm nominal bore |
| 165 | Providing and fixing 15mm diameter C.P. brass tap as per following with C.P. brass flange including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specificatio ns and directions of the Engineer-in-Charge : |
| 166 | Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 167 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as require d including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in allrespects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Ch arge : |
| 168 | Angle Valve (Ref. Make: JAQUAR, Model: Cat. No. 0053 or approved equivalent) |
| 169 | Providing and fixing 15mm diameter C.P. brass stop cock with wall flange (Ref. Make: JAQUAR, Model: Cat. No. 0933 or approved equiva lent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. includingcutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackl es etc. as per specifications and directions of the Engineer-in-Charge. |
| 170 | Providing & fixing Angle Valve(Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 171 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), I S:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but with out fittings and the base support for tank. |
| 172 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cem ent : 1 fine sand) including testing of joints etc. complete : |
| 173 | 150 mm diameter |
| 174 | 200 mm diameter |
| 175 | 250 mm diameter |
| 176 | Providing and fixing square mouth S.W. gully trap class SP-1 complete with C.I. grating, brick masonry chamber with water tight C.I.cover with frame of 300x300 mm size (inside dimension). The brick masonary chamber shall be constructed with common burnt clay F.P. S. (Non-modular) bricks of class designation 7.5. [Note: Weight of the cover shall not less than 4.50 kg and weight of the frame sha ll not be less than 2.70 kg as per standard design] : |
| 177 | 100x100 mm size P-type |
| 178 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in t he proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 179 | 250 mm dia. R.C.C. pipe |
| 180 | 300 mm dia. R.C.C. pipe |
| 181 | Providing and laying Non Pressure NP-3 class (Medium duty) R.C.C. pipes including collars/ spigot jointed with stiff mixture of ceme nt mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : |
| 182 | 450 mm dia R.C.C. pipes |
| 183 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with common burnt clay F.P.S. (Non-modular) bri cks of class designation 7.5 in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover with frame to be not less than 38 kg (weight of cover 23 Kg and weight of frame 15 Kg), R.C.C. topslab with 1:1.5:3 mix (1 cement : 1.5 fine sand : 3 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cemen t : 5 fine sand : 10 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand), finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design : |
| 184 | Inside dimensions 455x610 mm and 45 cm deep for single pipeline : |
| 185 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and S.W. drain pipe 100 mm diam eter, 1.8 m long complete as per standard design : |
| 186 | With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 187 | Constructing brick masonry Septic Tank with brickwork in cement mortar 1:6 including R.C.C. 1:2:4 (1 cement : 2 sand : 4 graded coar se aggregate) top slab, C.I. cover all as per standard drawing, etc. complete in all respects inclusive of cost of all materials, la bour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge : |
| 188 | For 10 Users |
| 189 | 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. |
| 190 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125m m 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. |
| 191 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, co mplete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and direction s of the Engineer-in-Charge. |
| 192 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid ov er a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including mak ing haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement insideand its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard desi gn and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc ., as per specifications and directions of the Engineer-in-Charge. |
| 193 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick fo undation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thic k) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to dr ains inclusive ofall labour, material, equipment, etc., all complete as per drawing, specifications and directions of the Engineer -in-Charge : |
| 194 | 750mm x 750mm x depth up to 1000mm inner dimensions |
| 195 | 600mm x 600mm x depth up to 750mm inner dimensions |
| 196 | For fixed portion : |
| 197 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 198 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittin gs wherever required including the cost of EPDM rubber/ neoprene gasket required. [Note: Fittings shall be paid for separately] : |
| 199 | Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 200 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket et c. complete as per the architectural drawings and directions of the Engineer-in-Charge. [Note: Cost of aluminium snap beading shall be paid in basic item] : |
| 201 | With float glass panes of 5.50 mm thickness |
| 202 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logoembossed on the body/ plate with double spring mechanism and door weight up to 125 Kg, for doors, including cost of cutting floors,embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivotand single piece M.S. sheet outer box with slide plate etc. complete as per directions of the Engineer-in-Charge. : |
| 203 | With stainless steel cover plate minimum 1.25 mm thickness |
| 204 | Providing and fixing aluminium tubular handle bar 32 mm outer dia, 3.0 mm thick & 2100 mm long with SS screws etc .complete as per d irections of the Engineer-in-Charge : |
| 205 | Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 206 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for al uminium doors including necessary cutting and making good etc. complete. |
| 207 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weat her/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of t he Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 208 | Up to 5 mm depth and 5 mm width |
| 209 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. G ARWARE or approved equivalent make and shade, all complete as per manufacturer"s specification and as per directions of the Engineer -in-Charge. |
| 210 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in a ll respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the En gineer-in-Charge. |
| 211 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, forall leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 212 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulde rs, in required thickness, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 213 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravellayer, for all leads & lifts, all complete as per directions of the Engineer-in-Charge. |
| 214 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, pro viding and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mo rtar 1:4 (1 cement : 4 coarse sand), plastering exposed surface with 18 mm thick cement mortar 1:4 1:4 (1 cement : 4 coarse sand) wi th a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engineer-i n-Charge : |
| 215 | 450 mm x 450 mm rectangular section radial drain. |
| 216 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sea ling compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. |
| 217 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm s ize (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive o f cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 218 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS:733 and IS:1285, fixing with dash fasteners of requireddia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neopre ne gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural d rawings and the directions of the Engineer-in-Charge. [Note: Glazing, paneling and dash fasteners to be paid for separately] : |
| 219 | Extra for providing and mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s sp ecification. [Note: Unit "KG" shall mean "PER KG PER 50 KG OF CEMENT"]. |
| 220 | Connectivity to BHEL Mainline|Chennai b |
| 221 | "Laying of Owner-supplied pre-coated mild steel line pipes, including arranging all additional land/construction corridor, beyond Ow ner"s ROU/ROW, required for Contractor"s storage, fabrication, access for construction site, movement of construction equipment etc. , receiving and taking over Owner-supplied materials, handling, transportation etc. from Owner"s issue point to work site, stringingalong Right of Way (ROW)/ pipeline corridor,providing labour, equipment and supply of other inputs & materials/ consumables neces sary to perform and complete the work in all respects in accordance with the contract including, but not limited to, the following w orks:- - Taking delivery of pre-coated/ bare pipes from the designated stockpile location (loading of pipes onto pipe trailors placed insid e stockpile by mainline contractor shall be done by Owner"s authorized agency), including placing of pipe trailors for taking delive ry of pipes from designated stockpile, carrying out holiday detection and verification of pipes at the time of taking delivery), tra nsportation of pipes to ROW/ work site/ Contractor"s storage location etc., - Clearing and grading of ROW/ pipeline corridor, cutting of trees, vegetation etc. including keeping record of trees cut, includingde-watering etc., - Stringing of pipes along ROW including providing straw bags/ soft padding below pipe (in Rocky areas requiring blasting for prepar ation of trench, pipes shall be strung after the blasting operation and clearing of trench as per instructions of Site Engineer/ Eng ineer-in-Charge), - Trenching to all depths to maintain clear earth cover as per specification and to fit minimum bend radius, by excavation in all ki nds of terrain & soil, including stripping top soil to a depth of 30cm to the full anticipated width of the ditch and storing this m aterial separately along the ROW to allow re-depositing of the same on top of the backfilled ditch (in cultivable and other areas sp ecially designated by Owner), - Carrying out repair of pipe & coating defects for defects occurring after ""taking over"" of pipes from Owner, replacement in the case of non-repairable defects and repairing damages to pipe coating including defects/ damages occurring during transportation & ha ndling, - Aligning, bending, lining up, cutting and beveling (as required) of pipes for field adjustments, welding (manual / semi-automatic / automatic), physical inspection of all weld joints by qualified welding engineer/ inspector & carrying out repair of weld-joints f ound defective, -Carrying out 100% radiographic inspection (by X-Ray) of all field weld joints, destructive testing of one weld joint in each Spreadas per specification and direction of Site Engineer, including providing Crawler type Automatic X-Ray machine and external X-Ray ma chine and all other requisite equipment, labour, supervision, materials, approved films, approved consumables, all facilities and pe rsonnel to process, develop, examine and interpret radiographs (by qualified and experienced Radiography Inspector), providing all f acilities to Owner"s representative(s) for examining radiographs and other tests as required, carrying out repair of weld-joints fou nd defective, carrying out re-radiography and other tests as required on repaired joints, etc., - Carrying out coating of all field weld joints, by qualified coating insulators, including supply of approved joint coating materia ls, providing all equipment, materials and consumables necessary" |
| 222 | 6.625" |
| 223 | "Laying pre-coated pipes in Marshy areas with concrete sheathing including providing all equipment, works,labour, inputs and materia ls/consumable necessary to perform and complete the work in all respects, submission of construction procedure for Owner"s approval,arranging the required additional land for construction purpose, preparation of site including dewatering, aligning, bending, linin g up and welding the pipe, 100% radiographic inspection of weld joints, coating of field weld joints, holiday detection and repair o f coating, hydrotesting testing and replacement of pipes/ defects, excavation of the trench to required depth in all kinds of soil a nd conditions including rock trenching and maintenance of trench in all kinds of soil including rocky strata, if any, and laying of the pipeline in approved trench, backfilling and final clean-up, stabilisation of the excavated banks, disposal of waste and surplusin accordance with the contract, and supply of materials (other than those specifically undertaken to be supplied by the Owner unde r the contract) necessary for or in the performance of the work or fortemporary or permanent incorporation in the works and allo theracts, matters and things necessary to complete the work in all respects according to the contract. NOTE: 1.Depending upon the site condition, the Engineer-in-Charge, in consultation with the Contractor, shall decide upon the precise op erations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such operat ions necessary shall be deemed to have been included in the rate for this item. 2.Concrete sheathing work for marshy area laying shall be paid for separately under relevant item of Schedule of Rates. 3. Measurement for this item shall be as per pipe book covering laying in Marshy portion covering laying in Marshy portion covering entire concrete sheathing work only." |
| 224 | 6.625" |
| 225 | "Laying pre-coated pipes in Water Logged/High Water Table Areaincluding providing all equipment, works,labour, inputs and materials/ consumable necessary to perform and complete the work in allrespects, submission of construction procedure for Owner"s approval,arra nging the required additional land for construction purpose,preparation of site including dewatering, aligning, bending, lining upan d welding the pipe, 100% radiographic inspection of weld joints,coating of field weld joints, holiday detection and repair of coatin g,hydrotesting testing and replacement of pipes/ defects, excavation ofthe trench to required depth in all kinds of soil and conditi onsincluding rock trenching and maintenance of trench in all kinds of soilincluding rocky strata, if any, and laying of the pipelinein approvedtrench, backfilling and final clean-up, stabilisation of the excavatedbanks, disposal of waste and surplus in accordancewith the contract,and supply of materials (other than those specifically undertaken to besupplied by the Owner under the contract) necessary for or in theperformance of the work or for temporary or permanent incorporation inthe works and all other acts, matters a nd things necessary to completethe work in all respects according to the contract. NOTE:1. Depending upon the site condition, the Engineer-in-Charge, inconsultation with the Contractor, shall decide upon the precise operations necessary for the performance of the work to lay the pipeline across the canal/drain/rivers and the cost of all such oper ationsnecessary shall be deemed to have been included in the rate for this item." |
| 226 | 6.625" |
| 227 | "Execution of road/other crossing by Shallow Horizontal Directional Drilling (HDD) technique including mobilization & de-mobilizatio n at site(s), supply of all materials as per the `Scope of Supply" and all consumables, equipment, manpower & other resources and ar ranging the required land for site preparations and execution of, but not limited to, the following works in accordance with the spe cifications, drawings and as per all provisions of the contract document complete in all respect as per the instructions of the Engi neer – in – charge /Site engineer. Taking delivery and transportation of Owner-supplied 3LPE coated pipes to the work site from designated stockpile location, inspecti on of the coated pipes visually and/or with holiday detector for defects, including arranging all necessary intermediate storage are a required thereof till the pipes are installed in permanent position. Complete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangementfor pipeline stringing, launching etc Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repairing damages to pipe coating includi ng defects/ damages occurring during transportation and handling. String preparation including repair of pipe and pipe coating defects, welding, non-destructive testing of welds including 100% radio graphy (by X-ray), supply of films & all equipment and providing all facilities to Owner"s representative(s) for examining radiograp hs, repair of defects in the welds and re-testing etc. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut s ections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any otherapproved make. Repair of all coating damages in the pipe section to be laid by shallow HDD method by full encirclement sleeves using suitable cut s ections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M/s Canusa or of any otherapproved make. Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wherever OFC has to be laid along with the car rier pipeline). Supply & fixing of easy to install heat shrinkable duct end caps for HDPE conduit for OFC (wherever OFC has to be laid along with th e carrier pipeline). Installation of the pipeline and OFC conduit as a bundle crossing below the Road/ other utility horizontally by shallow HDD operatio n to the correct profile as per the approved drawings in a pre-reamed hole of appropriate. Carrying out post-installation coating survey as per approved procedure. Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, c alculations and construction method statement, leading to successful completion of the works. Note :- The item to be operated under the specific instruction of Engineer in Charge" |
| 228 | 6.625" |
| 229 | "Providing & Laying Concrete sheathing on the carrier pipe i.e., continuous concrete coating (mix 1:1.5:3) using specified (approved ) wire mesh reinforcement as per approved drawing and technical specifications, including supply of cement, steel wire mesh, aggrega te, sand, shuttering and all other materials, consumables, inputs, equipment for concrete sheathing required to complete the job, te sting of concrete coated pipes etc. and as per direction of Engineer-in-Charge. NOTE: I) Payment shall be made for the actual length of pipe coated with concrete. Ends of pipe left uncoated/ shall not be considered in the concrete coating length II) The rates shall include compensation for additional hardship caused in handling and/ or lowering the pipe with concrete coating.The above item shall be executed at the discretion and directions of Engineer-in-Charge. III) The rates shall include the concrete sheathing / coating over weld joints in order to arrive at continuously concrete coated pi peline. This weld joint concrete sheathing / coating shall be applied after the hydrostatic pre-test." |
| 230 | 6.625" |
| 231 | "Extra for rock trenching for Mainline laying (covered under relevant item of this SOR) as classified by the Engineer-in-Charge and performed by pneumatic tools or by drilling and blasting or by chiselling out including cost of all equipment, materials, labour, co nsumables & inputs to complete the work (excluding sand padding around mainline pipe which shall be paid separately) as per specific ations, approved procedure and instructions of Engineer-in-Charge. Note: 1.Payment shall be made for rock actually excavated at site or calculated based on the trench dimensions stipulated in the specifica tions / drawings, whichever is less. 2.Item shall be operated under specific instructions from Engineer-in-Charge. 3.Controlled Blasting operation shall be carried out only by authorized and trained / skilled manpower, as per approved procedure, a nd taking due care & precaution to adjoining property, people, livestock etc., with due approval from Engineer-in-Charge 4.Sand padding around mainline pipe shall be paid separately as per relevant item in SOR 5. Additional 150 mm depth of excavation to be carried out in rocky area (for pipe trench) to accommodate sand padding" |
| 232 | "Supplying, providing and filling fine sand in trenches in hard rocky stretches (Excluding additional 150mm deep trenching forrocktrenching) around mainline pipe for providing a minimum padding thickness of 150 mm on top as well as at bottom of the mainline pip e. NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be paid separetly under item for ""Extra for Rock trenching""" |
| 233 | 6.625" |
| 234 | "Supplying, providing and filling Soft Soil in trenches in hard rocky stretches (excluding additional 150mm deep rock trenching) aro und mainline pipe for providing a minimum padding thickness of 150mm on top as well as at bottom of the mainline pipe. In all cases where rock or gravel or moorum or hard soil is encountered in the bottom of the trench, trench padding, Rock Shield Mat erials and sand/soft soil bags as approved by OWNER/Engineer-in-Charge, shall be provided to safeguard the pipe coating. Padding mat erials shall be graded soil/other suitable material containing no gravel, rock, or lumps of hard soil. The graded soil for padding s hall pass through sieve size ASTM-10 or ISO-2.00. Acceptable padding shall be placed under the pipeline before its installation and around it after installation, to establish at both sides and on top of the pipe a permanent layer of padding. The thickness of compa cted padding shall be at least 150mm. The trench shall be deeper by at least 150mm. The trench shall be evenly and sufficiently padded to keep the pipe, when in place, atleast 150mm above the bottom of excavated trench. NOTE: (i) Item to be operated under specific instructions from Engineer-in-Charge (ii) Cost of additional depth of 150mm trenching for this item shall be paid separetly under item for ""Extra for Rock trenching""" |
| 235 | 6.625" |
| 236 | "Supplying & providing approved type of extruded polyethylene mesh (rock shield) on mainline pipe to protect the coating against roc ky soil including supply of all inputs such as labour, materials, consumables etc. necessary to perform and complete the work in allrespects in accordance with the specifications, manufacturer"s recommendation and instructions of Site Engineer / Engineer-in-Charg e. NOTE: 1. Proper lateral as well as transvers overlap shall be provided as per specifications/ manufacturers recommendation" |
| 237 | 6.625" |
| 238 | Supply of all materials necessary for fabrication and installation of kilometre posts, direction markers and warning signs at the lo cations as per specifications, excavating & grouting in cement concrete 1:3:6, and all other works necessary for fabrication & insta llation of the markers including cleaning, priming & applying two coats of coal tar based epoxy paint on underground portions, suppl y and application of one coat of primer and two coats of epoxy paint of approved colour and quality on overground portion, stencil l etter cutting for number, direction, chainage etc. and restoration of site to original condition and all other acts, deeds, matters and things and work, labour, inputs and materials/ consumables necessary to perform and complete the work in all respects as per app roved drawing & specifications and as per direction of Site Engineer / Engineer-in-Charge. |
| 239 | KILOMETER POST |
| 240 | DIRECTION MARKER |
| 241 | WARNING SIGN |
| 242 | Providing and installing RCC (1:1.5:3) boundary pillars as per drawings on both edges of the ROW at 250 metres interval and at everyturning point and/or as directed, including supply of all materials necessary for the fabrication of the pillars, casting and inscr ibing the pillars, excavation of earth, fixing the pillars & backfilling, applying two coats of oil paint over one coat of cement ba sed primer on exposed surface and work, labour, inputs & materials/ consumables necessary to perform and complete the work in all re spect under the contract and as per directions of Site Engineer. |
| 243 | Carrying out air drying of the pipeline system as per specification and direction of Engineer-in-Charge including supply of all labo ur, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 244 | 6.625" |
| 245 | Carrying out Nitrogen Purging of the pipeline system as per specification and direction of Engineer-in-Charge including supply of al l labour, materials, equipments, instruments, pigs, barrels etc. complete in all respects. |
| 246 | 6.625" |
| 247 | Mobilisation/ demobilisation of pigging tools, tackles, consumables, accessories and personnel by contractor at work site including magnetic pig, electronic geometry pig, pig tracking device, preparation and cleaning of the complete mainline / Mainline sections in cluding HDD sections under this tender (but excluding HDD crossings not included under the scope of this tender and to be executed b y separate agency) by running series of pigs for cleaning the line from debris, water & making it dry for launching calliper pigs, r unning of magnetic pig for cleaning of ferrous residue, launching and receiving the electronic & standard calliper pigs, including p ig tracking at 5 to 10 km interval, data retrieval, interpretation of data and submission of reports in the form acceptable to the O wner, including rectification of defects observed from calliper survey, including supply of all labour, materials, equipment & instr uments, calliper pigs, fabrication of launching & receiving barrels, all complete for ascertaining the geometry of the pipeline. |
| 248 | 6.625" |
| 249 | "Carrying out tieing-in and hook-up of mainline pipe with the HDD sections of pipeline (executed by other agency) (Optional) on eith er side of the HDD pipe section , including excavation/ trenching in all kinds of soil including rock, cutting of pipe, making fieldbends out of pre-tested pipes to match the site requirement, welding, carrying out 100% radiography, field joint coating, holiday d etection, repair of damaged coating, backfilling and making through the pipeline etc. complete in all respects. Note: This item shall be operated under specific instructions of Engineer-in-Charge." |
| 250 | 6.625" |
| 251 | Taking delivery and transportation ofbare pipes from owner"s stockpile, transportation, unloading the pipes at manufacturer"s work s and fabrication of Long Radius (R=6D) Hot pulled induction bends having tangent length of approximately 1000m at both ends as per specification and delivery of hot pulled bends to site including visual examination, manual U.T. on the entire weld seam, bevelling of ends as per API 5L, supply of all materials, consumables, labour etc. as per specifications and direction of Site Engineer / Engi neer-in-Charge. |
| 252 | 6.625" |
| 253 | Supply of all materials, consumables, providing all equipment & resources for the complete activity of commissioning of Gas Pipeline(LPG) including Mainline and Stations with proper pressurization of mainline and station piping with Nitrogen, batch pigging follow ed by Natural Gas and effective line fill by pressurization of line fill NG as per approved procedure and Specification requirement including providing expert services for vetting of commissioning procedure and presence of expert to guide & monitor the complete co mmissioning activities, providing all supervisory/expert services, other manpower and all resources for the execution of the complet e service meeting with international practices and standards, observing all statutory and other governing rules & standards in all r espect and as per the approved scheme and guidance/direction of Engineer - in - Charge. i) The offer shall be inclusive of supply ofnitrogen, pig train, all consumables, taxes, duties as applicable and excluding GST. ii) IOCL"s responsibility shall be limited to arrangement of a) Fire tender b) Ambulance c) Water supply |
| 254 | #Design, detailed engineering & installation of pipeline / pipeline & OFC conduit across rivers, NH, SH, Expressways, Railways, etc by HDD method. #Complete work for the crossing (between the limits, as indicated in the approved drawings) including mobilization & de-mobilization at site(s), supply of all materials as per the `Scope of Supply" and all consumables, equipment, manpower & other re sources and arranging the required land for site preparations and execution of, but not limited to, the following works in accordanc e with the specifications, drawings and as per all provisions of the contract document and instructions of the Owner. #Interpretatio n of data of hydrological / geo-technical surveys furnished by the Owner, carrying out fresh topographic survey of the rivers, NH, S H, Expressways, Railways, etc & developing new profile drawing for the crossing location, carrying out additional surveys required f or collecting data relevant to design and construction of the crossing, performing all engineering & design calculations, preparatio n of all necessary construction drawings for approval of the Owner as per the provisions of contract document, preparation of detail ed construction method statement and design analysis. #Taking delivery and transportation of Owner-supplied 3LPE coated pipes to thework site from designated stockpile location, inspection of the coated pipes visually and/or with holiday detector for defects, inc luding arranging all necessary intermediate storage area required thereof till the pipes are installed in permanent position. #Compl ete site preparation including arranging of required land, setting up of fabrication yard, preparation of temporary arrangement for pipeline stringing, launching etc. #Carrying out repair of pipe defects, replacement in the case of non-repairable defects and repai ring damages to pipe coating including defects/ damages occurring during transportation and handling. #Pre-construction surveys and collection of all necessary data. #String preparation including repair of pipe and pipe coating defects, welding, non-destructive te sting of welds including 100% radiography (by X-ray), supply of films & all equipment and providing all facilities to Owner"s repres entative(s) for examining radiographs, repair of defects in the.........Continued |
| 255 | "....in Continuation of previous.......welds and re-testing etc. #Coating of the field joints of the pipe string to be installed by HDD method with DIRAX heat shrink sleeves of M/s Raychem"s make, DDXTM Directional Drilling Kit of M/s Canusa or of any other approv ed make used for HDD crossings. #Repair of all coating damages in the pipe section to be laid by HDD method by full encirclement sle eves using suitable cut sections of approved quality of heat shrink sleeves of M/s Raychem make, DDXTM Directional Drilling Kit of M /s Canusa or of any other approved make. #Fabrication of 89mm OD steel conduit with an inner duct of 40mm OD HDPE pipe for OFC (wher ever OFC has to be laid along with the carrier pipeline). #Supply & fixing of easy to install heat shrinkable duct end caps for HDPEconduit for OFC (wherever OFC has to be laid along with the carrier pipeline). #Carrying out air cleaning, gauge pigging and pre-in stallation hydrostatic testing of the complete pipeline string, as per the specifications, including repair of defects and retestingetc. #Installation of the pipeline / pipeline and OFC conduit as a bundle crossing below the rivers, NH, SH, Expressways, Railways,etc by single horizontal directional drilling operation to the correct profile as per the approved drawings. #Carrying out post-ins tallation hydrostatic testing of HDD pipe string (along with transition pipe section). #Carrying out post-installation coating surve y as per approved procedure. #Restoration, clean-up and disposal of drilling fluid, waste and all other surplus materials etc. #Tran sportation of surplus Owner-supplied pipes to the designated stockpile location of the Owner. #Preparation of as-built drawings and other records etc. #All other works not specifically listed herein, but required as per specifications, drawings, provisions of the contract document, calculations and construction method statement, leading to successful completion of the works. Note:-The Contractor shall have the option for installation of 89 mm OFC conduit as Bundled HDD installation along with the HDD inst allation of carrier pipe OR as a separate HDD instalation. However, the payment and payment terms shall remain the same in both the cases." |
| 256 | UPTO 500 METERS (with OFC conduit) |
| 257 | 6.625" OD Pipeline with OFC Duct Rocky Soil |
| 258 | 6.625" OD Pipeline with OFC Duct Normal SOil |
| 259 | BHEL CONNECTIVITY_MECH_SERV|Chennai bas |
| 260 | "Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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,conc entric/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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD8.625"" OD x 0.322"" / 0.375"" / 0.438"" WT API 5L /ASTM A106/A333_D5" |
| 261 | "Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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,conc entric/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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD6.625"" OD x 0.280"" ASTM A 106 Pipe/A333_D6" |
| 262 | "Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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,conc entric/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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD4.5"" OD x 0.237""WT ASTM A 106 Gr B/A333_D7" |
| 263 | "Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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,conc entric/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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD3.5"" OD x 0.216""WT ASTM A 106 Gr B /A333 _D8" |
| 264 | "Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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,conc entric/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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD2.375"" OD x 0.218""WT ASTM A 106 Gr B /A333_D9" |
| 265 | "Above ground process piping: Taking delivery & transporting of pipes from designated stock pile location /Designated godown both from outside & inside station pr emises. Taking delivery of pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within s tation 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,conc entric/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 li ne instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by water after cleaning by compress ed air, hydrostatic testing of each section to the specified pressure, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour, material, equipments and consumables necessary to perform the wo rk (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance w ith the drawings, specifications and instructions of Site Engineer / EIC. Thickness and Grade mentioned in the item are for referenc e only and may vary. Payment shall be based on OD1.315"" OD x 0.179""WTASTM A 106 Gr B /A333_D11" |
| 266 | "Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses,providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.8.625"" OD x 0.322"" / 0.375"" / 0.438"" WT API 5L /ASTM A106/A333 -U/G_F6" |
| 267 | "Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses,providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.6.625"" OD x 0.280"" ASTM A 106 Gr B/A333 Pipe -U/G_F7" |
| 268 | "Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses,providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.4.5"" OD x 0.237""WT ASTM A 106 Gr B/A333-U/G_F8" |
| 269 | "Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses,providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.3.5"" OD x 0.216""WT ASTM A 106 Gr B/A333 -U/G _F9" |
| 270 | "Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses,providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.2.375"" OD x 0.218""WT ASTM A 106 Gr B/A333 -U/G _F10" |
| 271 | "Under ground piping for Process piping (with PU/3LPE Coating): Taking delivery of bare Pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location with in station premises transporting the same to site, fabrication and erection of underground piping including cutting, edge preparatio n, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/eccentric reduc ers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc., undergroun d at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc.,Cleaning expos ed steel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc. by sand blasting or with power wire brush (wherever sand blast cleaning is not possible) free of dust, grease, mill scales etc.and applying single layer polyurethane coatin g(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy, with approved materials,Equipment etc, holiday detection of thecoating, cleaning of coated pipes by water flushing after cleaning by compresed air,hydrostatic testing of each section to the spec ified pressure, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses,providing all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specificall y undertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawing s, specifications and instructions of the Site Engineer / EIC. In case of 3LPE coated pipes, weld joints shall be PU coated.Thicknes s and Grade mentioned in the item are for reference only and may vary. Payment shall be based on OD Note:- Charges for applying single layer polyurethane coating(PU) using 100% solvent free elastomeric plyurethane/ liquid epoxy for exposedsteel surfaces of Bare Pipes, Pipe Joints, Fittings, Flanges,equipment and valves etc shall be paid under separate SOR Item.1.315"" OD x 0.179""WTASTM A 106 Gr B/A333 -U/G_F12" |
| 272 | "Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer"s installation inst ructions and specifications and instructions of the Site Engineer / EIC." 2" x ANSI 600# HOV W/W API 6D Ball / Ball Valve _J63 |
| 273 | "Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer"s installation inst ructions and specifications and instructions of the Site Engineer / EIC." 8" x ANSI 600# MOV F/F API 6D Ball Valve _J61 |
| 274 | "Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer"s installation inst ructions and specifications and instructions of the Site Engineer / EIC." 1" x ANSI 800# HOV F/F BS 5351 BALL VALVE_J80 |
| 275 | "Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer"s installation inst ructions and specifications and instructions of the Site Engineer / EIC." 4"x ANSI 600# F/F BS-1873/BS EN ISO 15761 GLOBE Valve_J149 |
| 276 | "Valves: Taking delivery of valves of all types and pressure rating from the designated location within station premises, transporti ng the same to site, erecting above ground on preconstructed foundations or underground including earth work in excavation and filli ng for under ground valves at elevations specified in the drawings, priming and painting of above ground valves, PU Painting of unde r ground portions (if applicable) including all inputs, labour, material and consumable (other than those specifically undertaken tobe supplied by the owner) and completing the work in all respects in accordance with the drawings, manufacturer"s installation inst ructions and specifications and instructions of the Site Engineer / EIC." 2"x ANSI 150# F/F BS-1873 GLOBE Valve_J150 |
| 277 | "Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 8"" NBPipe Joints RT_M7" |
| 278 | "Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 6"" NBPipe Joints RT_M8" |
| 279 | "Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 4"" NBPipe Joints RT_M9" |
| 280 | "Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 3"" NBPipe Joints RT_M10" |
| 281 | "Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 2"" NBPipe Joints RT_M11" |
| 282 | "Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 1"" NBPipe JointsRT_M13" |
| 283 | "Radiographic Inspection: Inspection of welding by radiographic method on all types of piping including processing of films and interpreting the results of we ld quality and reporting the same to the Site Engineer together with recommendations as to the acceptability or otherwise of the wel ds, submitting the finished radiographic films as may be approved or directed by Engineer-in-Charge inclusive of supply of all peson nel, labour, materials, equipment, consumable, inputs, etc. and providing all services complete in all respects as envisaged in the contract documents. Note: i)Payment will be on the basis of number of welds of the respective size radiographed and shall be all inclusive for the complete job of radiographic inspection as envisaged in the contract document. ii)Radiography not involving full girth weld will be paid at 50% of the rate for full girth weld for the respective size. iii)For set-on type branch welding, the rate for radiography will be as applicable to the branch pipe size. iv)Repeat radiography of individual welds due to defective films or repair of welds shall be done at contractor"s cost. In case where radiography is not possible: v) Verification by utrasonic testing shall be done at contractors cost. vi) Magenetic particle inspection as and where required shall be done at Contractors cost. 3/4"" Joints RT_M14" |
| 284 | "Single Cut Joint Hook-up: Cutting of portion of existing piping, trimming, grinding, bevelling the edges, aligning without additionof spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary t o perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and itsdisposal. 6.625"" OD - Single Cut_N6" |
| 285 | "Single Cut Joint Hook-up: Cutting of portion of existing piping, trimming, grinding, bevelling the edges, aligning without additionof spool piece, welding the joint including supply of all inputs such as labour, materials, equipment, consumables etc. necessary t o perform and complete the work in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and itsdisposal. 4.5"" OD - Single Cut_N7" |
| 286 | "Double Cut Joint Hook-up: Cutting of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevellin g the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the wor k in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and itsdisposal. 6.625"" OD - Double Cut_O6" |
| 287 | "Double Cut Joint Hook-up: Cutting of portion of existing piping upto and including a length of 500 mm, trimming, grinding, bevellin g the edges, adding spool piece of required length / tee and the corresponding pipe size, thickness, adjoining and welding both the ends including supply of all inputs such as labour, materials, equipment, consumables etc. necessary to perform and complete the wor k in all respect as per specification and instruction of the Site Engineer / EIC. Note: The job also include evacuation of product from the piping section after isolating the section and flushing with water and itsdisposal. 4.5"" OD - Double Cut_O7" |
| 288 | Dismantling of PipingAboveground and equipments_R |
| 289 | Taking delivery of equipments from designated stores/stockyard,shifting / transporting to station premises, placing on pre-constru cted foundations, assembling together all sub-assemblies, levelling, alignment, grouting, cleaning and flushing by water/ nitrogen a s applicable, draining, checking, testing with Nitrogen, dressing and making good of the foundation and completing the work in all respects in accordance with the relevant drawings, manufacturer"s installation instructions, specifications and instructions of SiteEngineer / EIC. 6"X10" x 600# Bi-Directional Scrapper Barrel |
| 290 | Above Ground Equipments Installation: 6" x 600# Insulating Coupling |
| 291 | Above Ground Equipments Installation: FILTRATION SKID |
| 292 | Above Ground Equipments Installation: Custody Transfer Metering skid for Customer Connectivity |
| 293 | Above Ground Equipments Installation: PRS SKID |
| 294 | Above Ground Equipments Installation: 6" x 600# Flow tee (Equal) |
| 295 | Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallicgaskets & fasteners from designated location within s tation premises/ stockyard/ store, transporting the same to site, fabrication and erection of above ground piping including cutting, edge preparation, bending, threading, lining up, welding and intsalling pipes and pipe fittings, flanges,elbows, equal and reduc ing outlet tees, concentric/eccentric reducers, y-type strainers, drain funnels, vent pipes and tapping for instruments such as pres sure gauges, thermal relief valves, thermowells etc.,installing abovegroundatallelevations connectingwith equipment no zzles, valves, vessels, in line instruments etc., welded and threaded pipe line of different pressure ratings, flushing pipes by wat er after cleaning by compressed air, cleaning by card board blasting, hydrostatic testing of each section by water to the specified pressure and carrying out low pressure pneumatic testing at specified pressure, draining the water and drying the piping with nitrog en, draining the water, tie-in, final cleaning-up and dispoal of wastes and surpluses including providing all inputs such as labour,material, equipments and consumables necessary to perform the work (other than those specifically under taken by the owner in this contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of Site Engineer / EIC. 1.050" OD x 0.219" ASTM A333 GR.6 |
| 296 | Taking delivery of pipes, pipe fittings, steel flanges, spiral wound metallic gaskets & fasteners from designated location within st ation premises/stockyard/stores transporting the same to site, fabrication and erection of underground piping including cutting, edg e preparation, bending, threading, lining up and welding, excavating, trenching in all kind of soil to specific depths as indicated in drawings and installing pipes and all types of pipe fittings like flanges, elbows, equal and reducing outlet tees, concentric/ecc entric reducers, drain funnels, vent pipe and tapping for instrument such as pessure gauges, thermal relief valves, thermowells etc. , underground at elevations indicated in the drawing connecting with equipment nozzles, valves, vessels, in-line instruments etc., c leaning the material surface by sandblast cleaning, coating and wrapping the pipes/pipe fittings with coaltar base tape coating mate rial (including the supply of coating tape, precoat material etc.), holiday detection of the coating, cleaning of coated pipes by wa ter flushing after cleaning by compresed air, cleaning by card board blasting, hydrostatic testing of each section by water to the s pecified pressure and carrying out low pressure pneumatic testing at specified pressure, draining the water and drying the piping wi th nitrogen, draining the water, tie-in, back filling, restoration of site final cleaning up and disposal of water and surpluses, pr oviding all inputs such as labour, materials equipment and consumable necessary to perform the work (other than those specifically u ndertakento be supplied by the owner under the contract) and completing the work in all respects in accordance with the drawings, specifications and instructions of the Site Engineer / EIC 1.050" OD x 0.219" ASTM A333 GR.6 |
| 297 | Installation of Valves:6"x ANSI 600# Fully-Welded W/W, A/G, API 6D Ball Valve -Gas Over Oil Actuated |
| 298 | Installation of Valves: 6"x ANSI 600#, Fully-Welded, W/W, A/G, Gear Operated |
| 299 | Installation of Valves: 4"x ANSI 600#, Fully-Welded, W/W, A/G, Gear Operated |
| 300 | Installation of Valves: 6"x ANSI 600#, Bolted F/F, A/G, Gear Operated |
| 301 | Installation of Valves: 4"x ANSI 600#, Bolted F/F, A/G, Gear Operated |
| 302 | Installation of Valves: 3"x ANSI 600#, Bolted F/F, A/G, Gear Operated |
| 303 | Installation of Valves: 2"x ANSI 600#, Bolted F/F, A/G, Gear Operated |
| 304 | Installation of Valves: 3/4"x ANSI 800# HOV W/W BS 5351/ISO 17292 BALL VALVE |
| 305 | Installation of Valves:1" X 2" x ANSI 600# x150# F/F PSV |
| 306 | CONNECTIVITY TO BHEL_ELECT_SERV|Chennai |
| 307 | Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, job complete in all respects,including alllabourand materials comple te asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 308 | WBM Road/concrete breaking for cable trenches including required shoring strutting etc., and repairing of the road/dyketoorigina l condition and disposing off excess materials(within thework site) job complete in all respects including the cost of labou r, tools, materials, load, lifthire charges of equipments, ifany, complete asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 309 | Power cables LT : OD upto 20 mm |
| 310 | Power cables LT : OD above 20 mm and upto 40 mm |
| 311 | Control cables (T&I) : OD upto 20 mm |
| 312 | Control cables (T&I) : OD above 20 mm and upto 30 mm |
| 313 | Control cables (T&I) : OD above 30 mm and upto 40 mm |
| 314 | 02 Pair PVC insulated Cu unarmoured |
| 315 | Cat-06 LAN cable in 16mm / 25mm / 32mm PVC conduit etc |
| 316 | Installation, testing and commissioning of Free Standing Floor mounted ACDB Panelas per the specifications including terminations,connections, supply of end lugs, cable glands, making spare entries blind, providing tags & ferrules, pasting panel wiring diagram with acrylic sheet inside the panel, all other materials, labour tools and tackles as per the directions of the Site Engineer / Engi neer-in-charge. |
| 317 | CONNECTIVITY TO BHEL_INST_SERV|Chennai |
| 318 | Laying ofHDPE conduit and blowing of OFC cable inside the SV/MOV premises along the boundary wall, line item includes supply & ins tallation ofsuitable clamps , connectors, fixture, corner bends, tools & tackles (comprising of anchor bolts/nuts/accessories etc)required for OFC entry inside SV/MOV loctaionalong theboundary wall by clamping of HDPE conduit at a height of 1 meter above the finished ground level and extending it along the length of boundary wall at 1 meter height upto the transition pit inside SV/RCP bui lding as per attached drawing no. STD-793-00. The line item includes all sevices required for blowing of OFC cable iin HDPE conduit inside the MOV/SV loctaion as per STD - 793 drawing. |
| 319 | Laying of HDPE Pipe in trenches/ walls/ concrete structure/ panels etc. as per specifications & drawings & blowing/ laying of Owner supplied Aurmoured/Unarmoured Optical Fibre Cable in HDPE pipe, carrying out end to end testing of laid Optical fibre cables by taki ng OTDR traces and submitting the OTDR trace printouts to Site Engineer/ Engineer-in-charge. The job includes the supply and install ation of required materials such as fixing clamps, screws, tags etc. as required to complete the job in all respects as per drawingsand directions of Site Engineer/ Engineer-in-charge including cost of all labour, tools & tackles, test instruments, materials etc.The job includes handing over the tested cables to the Telecom Works Contractor and providing necessary assistance/ support to the Telecom Works Contractor in commissioning of Local Area Network. |
| 320 | Laying of HDPE pipe (excluding blowing of OFC) inmainline pipe trench at the bottom in all types of soil (including roads, canals,rivers, nullahs, water course crossings, submerged crossings, saltpan areas etc.) including supply and installation of suitable str aps for strapping the HDPE duct with mainline pipe for anti buoyancy, installation of HDPE duct accessories such as plastic couplers , end caps, end plugs, cable sealing plugs, supply and installation of warning tape, consumable guide rods, HDPE jointing, inspectio n of HDPE joints, testing the installed HDPE duct by blowing "mandrel" with compressed air,pressure testing the HDPE pipe after la ying as per procedure and performing all work as per drawings, specifications and instruction of the Engineer-in-charge/ Site Engine er and provisions of the contract document for making the duct ready in all respect for OFC blowing. The job includes transportation , loading and unloadingof HDPE ducts in nominal length of 1000 meters and duct accessories such as couplers, end caps, end sealingplugs etc. to various sites along the entire ROW / HDD crossinglocations as per specifications and directions of Engineer-in-char ge/ Site Engineer |
| 321 | Installation of Transition Pits at building entry points as per tender specifications, drawings and directions of Engineer-in-charge / Site Engineer |
| 322 | "Trenching for laying of HDPE in Independent trench Excavationin unpaved areas of earth in worksites for conventional cable trenches for a depth upto 1.5 metres including shoring,strutting etc. (if necessary), backfilling the trench, as directed byEngineer-in-charge/ Site Engineer,including alllabourand materials complete asper drawings and tender specifications" |
| 323 | Transportation (loading and unloading) of Owner supplied unarmoured Optical fibre cable (OFC) to various sites along Right of Way (R OW), pre laying testing of each cable drum for each fibre and taking the OTDR traces, submission of OTDR traces (in hard as well as soft copy) to Engineer-in-charge/ Site Engineer, blowing of OFC through contractor laid HDPE, jointing / splicing of OFC, post insta llation testing of OFC for each fibre for each drum laid & taking OTDR traces, submission of OTDR traces (in hard as well as soft co py) to Engineer-in-charge/ Site Engineer as per the scope, specifications and directions of Engineer-in-charge/ Site Engineer |
| 324 | Installation of OFC jointing kits as per drawings, specifications and directions of Engineer-in-charge/ Site Engineer |
| 325 | Installation of RF iD type Electronic Markers as per tender specifications. The job includes configuration & programming of the Elec tronic markers to write information data as per directions of Engineer-in-charge/ Site Engineer. |
| 326 | Installation of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer |
| 327 | As built documentation for each station covering a) Control /signalling cable layout drawings,b) Cable trench details,c) Cable m arker details,d) Earth grid layout, e) Field instrument termination details, f) Cable schedule, g) Junction box wiring details, h)Earth resistivity measurement data, i) Field panel termination details, j) Calibration data of all instruments tested as per scope. , k) OTDR Traces of the laid OFC as applicable for respective stations |
| 328 | Installation of OFC Joint pit markers at every joint location as per specifications, drawings and directions of Engineer-in-charge/ Site Engineer |
| 329 | Installation of pre-fabricated RCC (1:1.5:3) Joint Box with lidas per tender specifications, drawings and directions of Engineer-i n-charge/ Site Engineer. |
| 330 | Installation of wall mounted Fibre Termination Box (FMS) as per tender specifications and directions of Engineer-in-charge/ Site Eng ineer |
| 331 | Carrying out the instrumentation and control system jobs on the already erected actuator assembly of Hydraulic operated valves (HOVs )/ Ball Valves (BLV) & necessary cable connection at field and control panel end (excluding the supplyof cables) calibrating the c ontrol components, adjusting the limit switches, testing the whole assembly as per drawings specifications and direction of the engi neer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, ferruls, drill ing/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. |
| 332 | Carrying out the instrumentation and control system job on the already erected Metering skid & necessary cable termination in the sk id junction boxes at field end and control panel end (excluding the supplyof cables) as per drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitable size non-flame-proof cable glands, fer ruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consu mables etc. |
| 333 | CONNECTIVITY TO BHEL_MECH_SUPPLY|Chenna |
| 334 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 4" SWMG ANSI 150#_A.11 |
| 335 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 2" SWMG ANSI 150#_A.13 |
| 336 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 1" SWMG ANSI 150#_A.15 |
| 337 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 8" SWMG ANSI 600#_A.31 |
| 338 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 6" SWMG ANSI 600# _A.32 |
| 339 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 4" SWMG ANSI 600# _A.33 |
| 340 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 3" SWMG ANSI 600# _A.34 |
| 341 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 2" SWMG ANSI 600# _A.35 |
| 342 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 1" SWMG ANSI 600# _A.37 |
| 343 | Supply and delivery of Spiral Wound Metallic Gaskets at respective stations as per Station wise Break up of material supply and as p er technical specifications from approved vendors specified in tender document: 3/4"" SWMG ANSI 600# _A.38 |
| 344 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 4" x 150# (0.625" Dia. X 4.00" Length ) _B. 11 |
| 345 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 2" x 150# (0.625" Dia. X 3.75" Length ) _B. 13 |
| 346 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 1" x 150# (0.500" Dia. X 3.00" Length )_B .15 |
| 347 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 8" x 600# (1.125" Dia. X 8.25" Length )_B .42 |
| 348 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 6" x 600#(1.0" Dia. X 9.0" Length)- ext ended stud length for flanges with spectacle blind_B.43 |
| 349 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 6" x 600# (1.000" Dia. X 7.50" Length ) _B. 44 |
| 350 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 4" x 600#( 0.875" Dia. X 7.75" Length ) -extended stud length for flanges with spectacle blind_B.45 |
| 351 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 4" x 600# (0.875" Dia. X 6.50" Length )_B .46 |
| 352 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 3" x 600#( 0.75" Dia. X 6.75" Length ) - extended stud length for flanges with spectacle blind_B.47 |
| 353 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 3" x 600# (0.750" Dia. X 5.50" Length) _B.4 8 |
| 354 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 2" x 600#( 0.625" Dia. X 5.75" Length ) -extended stud length for flanges with spectacle blind_B.49 |
| 355 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 2" x 600# (0.625" Dia. X 4.75" Length ) _B. 50 |
| 356 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 1" x 600# (0.625" Dia. X 4.00" Length )_B .53 |
| 357 | Supply and delivery of Steel Fasteners at respective stations as per Station wise Break up of material supply and as per technical s pecifications from approved vendors specified in tender document. Fasteners forFlanges 3/4" x 600# (0.625" Dia. X 4.00" Length) _B .54 |
| 358 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 4", WNRF FLANGE, ANSI - 150# (B 16.5)_C.12 |
| 359 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 2", WNRF FLANGE, ANSI - 150# (B 16.5)_C.14 |
| 360 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 1", WNRF FLANGE, ANSI - 150# (B 16.5)_C.16 |
| 361 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 8", WNRF FLANGE, ANSI - 600# (B 16.5)_C.33 |
| 362 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 6", WNRF FLANGE, ANSI - 600# (B 16.5)_C.34 |
| 363 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 4", WNRF FLANGE, ANSI - 600# (B 16.5)_C.35 |
| 364 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 3", WNRF FLANGE, ANSI - 600# (B 16.5)_C.36 |
| 365 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 2", WNRF FLANGE, ANSI - 600# (B 16.5)_C.37 |
| 366 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 1", WNRF FLANGE, ANSI - 600# (B 16.5)_C.39 |
| 367 | Supply and delivery of Steel Flanges at respective stations as per Station wise Break up of material supply and as per technical spe cifications from approved vendors specified in tender document: 3/4", WNRF FLANGE, ANSI - 600# (B 16.5)_C.40 |
| 368 | SPECTACLE BLINDS:Supply and delivery of following mentioned Spectacle Blinds at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender docuemnts. (As per ASME B16.48): 6" Spectacle Blind 600# F/FA/G - ASTM A350 LF2_D.16 |
| 369 | SPECTACLE BLINDS:Supply and delivery of following mentioned Spectacle Blinds at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender docuemnts. (As per ASME B16.48): 4" Spectacle Blind 600# F/FA/G- ASTM A350 LF2_D.17 |
| 370 | SPECTACLE BLINDS:Supply and delivery of following mentioned Spectacle Blinds at respective stations as per Station wise Break up of material supply and as per technical specifications indicated in tender docuemnts. (As per ASME B16.48): 2" Spectacle Blind 600# F/FA/G- ASTM A350 LF2_D.18 |
| 371 | Supply and delivery of API 6DBall valves for use in process piping at respective stations as per Station wise Break up of materialsupply and as per technical specifications from approved vendors specified in tender document: 2" F/F ANSI 600# A/G, API6D BALL VAL VE HOV_Z.4 |
| 372 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 4" x ANSI 600#HOV F/F API 6D Gate Valve _O.2 |
| 373 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 3" x ANSI 600#HOV F/F API 6D Gate Valve_O.4 |
| 374 | Supply and delivery of BS 5351/ISO 17292 Ball valvefor use in process piping at respective stations as per Station wise Break up o f material supply and as per technical specifications from approved vendors specified in tender document. 1" x 800# Ball valve HOV W /WBS 5351_Y.1 |
| 375 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 4"x ANSI 600# F/F BS-1873 GLOBE Valve_O.33 |
| 376 | Supply of Valves at respective stations as per technical specifications from approved vendors in the tender document: 2"x ANSI 600# F/F BS-1873 GLOBE Valve_O.34 |
| 377 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 8"x6" 600#Unequal Tee_E.61 |
| 378 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 8"x4" 600#Unequal Tee_E.62 |
| 379 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 6"x4" 600#Unequal Tee_E.63 |
| 380 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 4"x2" 600# Unequal Tee_E.64 |
| 381 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 3"x2" 600# Un Equal Tee_E.66 |
| 382 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 2"x1" 600# Un Equal Tee_E.68 |
| 383 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 8" 600# Equal Tee - WPHY 52_E.105 |
| 384 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 6" 600# Equal Tee_E.106 |
| 385 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 4" 600# Equal Tee_E.107 |
| 386 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 3" ANSI 600# Equal Tee_E.108 |
| 387 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 2" ANSI 600# Equal Tee_E.109 |
| 388 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 1" ANSI 600# Equal Tee_E.110 |
| 389 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 8" ANSI 600# 90 deg LR Bends_E.148 |
| 390 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 6" ANSI 600# 90 deg LR Bends_E.149 |
| 391 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 4" ANSI 600# 90 deg LR Bends_E.150 |
| 392 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 3" ANSI 600# 90 deg LR Bends_E.151 |
| 393 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 2" ANSI 600# 90 deg LR Bends_E.152 |
| 394 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 1" ANSI 600# 90 deg LR Bends_E.153 |
| 395 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 8" ANSI 600# 45 deg LR Bends_E.186 |
| 396 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 6" ANSI 600# 45 deg LR Bends_E.187 |
| 397 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 4" ANSI 600# 45 deg LR Bends_E.188 |
| 398 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 8"x6" x Concentric Reducer x 600#_E.258 |
| 399 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 8"x4" x Concentric Reducer x 600#_E.259 |
| 400 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 6"x4" x Concentric Reducer x 600#_E.260 |
| 401 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 4"x3" x Concentric Reducer x 600#_E.261 |
| 402 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 3"x2" x Concentric Reducerx600#_E.262 |
| 403 | Supply and delivery of pipe fittings at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document: 2"x1" x Concentric Reducerx600#_E.264 |
| 404 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document. 6.625" ODx 0.280" WT (Sch.STD) ASTM A 106 Gr B bare Pipe _I.1 |
| 405 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document. 4.500" ODx 0.237" WT (Sch.STD) ASTM A 106 Gr B bare Pipe _I.2 |
| 406 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document. 3.500" ODx 0.216" WT (Sch.STD) ASTM A 106 Gr B _I.3 |
| 407 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document. 2.375" ODx 0.218" WT (Sch.XS) ASTM A 106 Gr B bare pipe_I.4 |
| 408 | Supply of ASTM A106 Gr.B /A333 pipes at respective stations as per Station wise Break up of material supplyand as per technical sp ecifications from approved vendors specified in tender document. 1.315" ODx 0.179"WT(Sch.XS) ASTM A 106 Gr BBare pipe_I.6 |
| 409 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document.Pair of Rubber hand gloves for E lectrical work bearing IS mark_Q.17 |
| 410 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document.First Aid Box with Snake serum _ Q.18 |
| 411 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document.Safety Helmet_Q.20 |
| 412 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document.SafetyTorch _Q.28 |
| 413 | FIRE FIGHTING EQUIPMENT: Supply and delivery of Fire Fighting Equipment at respective stations as per Station wise Break up of mater ial supply and as per technical specifications from approved vendors specified in tender document.Low temparature rubber hand glov es_Q.39 |
| 414 | Flame Arrestor:Supply and delivery of following mentioned Flame Arrestor at respective stations as per Station wise Break up of mate rial supply and as per technical specifications indicated in tender docuemnts: 4" Flame Arrester _L |
| 415 | 1" 600# 45deg LR Bend (Sch 160)-ASTM A420 Gr.WPL6 |
| 416 | 2" 600# 45deg LR Bend (Sch 160)-ASTM A420 Gr.WPL6 |
| 417 | 3/4" 600# 45deg LR Bend (Sch 160)-ASTM A420 Gr.WPL6 |
| 418 | 3/4" 600# 90 deg LR Bend (Sch 160)-ASTM A420 Gr.WPL6 |
| 419 | 3" 600# 45deg LR Bend (Sch 80)-ASTM A420 Gr.WPL6 |
| 420 | 1"x2"x600# x150# PSV -ASTM A350 LF2/ASTM A352 LCB |
| 421 | 3" Spectacle Blind 600# F/F R/F- ASTM A350 LF2 |
| 422 | 2"x3/4" 600# (Sch 160x 160) Unequal Tee-ASTM A420 Gr.WPL6 |
| 423 | 3/4" 600# Equal Tee(Sch 160 x 160)-ASTM A420 Gr.WPL6 |
| 424 | 4"x3" 600# (Sch 80x 80) Unequal Tee-ASTM A420 Gr.WPL6 |
| 425 | 1.050" OD x Sch.160 ASTM A 333 Gr. 6 PIPE |
| 426 | CONNECTIVITY TO BHEL_ELECT_SUPPLY|Chenn |
| 427 | LT CablesFRLSH - Copper Cables-1.1 KV |
| 428 | LT CablesFRLSH - Copper Cables-1.1 KV |
| 429 | LT CablesFRLSH - Aluminium Cables-1.1 |
| 430 | LT CablesFRLSH - Aluminium Cables-1.1 |
| 431 | ACDB Panel |
| 432 | CONNECTIVITY TO BHEL_INST_SUPPLY|Chenna |
| 433 | Power cable3 core x 2.5 mm2 Armoured, Copper as per tender specifications |
| 434 | Duplex (2 port) Face plate (Network I/O point) (white/ cream colour) for Local Area Network including RJ45 I/O, modular plate & swit ch box/ gang box for fixing the face plate. |
| 435 | Wall mounted telephone socket outlet with 2 port telephone jack face plate (white/ cream colour) including RJ11 I/O. The item includ es modular plate & switch box/ gang box for fixing the face plate. |
| 436 | Cat 6 UTP (LAN) Networking Cable as per tender specifications |
| 437 | Supply of 5 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 438 | Supply of 20 Pair Armoured PIJF Underground Telephone Cable as per specifications |
| 439 | Supply of 2 Pair unarmoured Telephone Cable as per specifications |
| 440 | Supply of wall mounted Fibre Termination Box (FMS) as per tender specifications |
| 441 | Supply of 89 mm OD, Schedule 80, API 5L Grade-B/ ASTM A106 MS pipe for cable conduit as per tender specifications |
| 442 | Supply of RCC Transition pits for building entry points as per tender specifications |
| 443 | Supply ofpre-fabricated RCC (1:1.5:3) Joint Box with lid as per tender specifications |
| 444 | Supply of Joint pit markers for OFC joint locations as per tender specifications |
| 445 | GLANDS 1" |
| 446 | GLANDS 1/2" |
| 447 | PLUGS 1" |
| 448 | Supply of pre-fabricated printed KM markers for OFC & HDPE as per tender specifications |
| 449 | Supply of full range (upto 8 feet) RF iD Disk type Electronic Markers as per tender specifications |
| 450 | Supply of Electronic Marker Locator cum Cable/ Pipe Locator, Fault Locator as per tender specifications |
| 451 | Supply ofOFC Jointing kits as per tender specifications |
| 452 | Supply of 40 mm OD HDPE pipe as per tender specifications |
| 453 | "Size:1 TriadX1.5 sqmm [ SAP Code: 7780740534]" |
| 454 | "Size:8 TriadX1.5 sqmm [ SAP Code7780740554]" |
| 455 | Supply of Pressure Indicators (PI) of the range (-1) to 5 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 456 | Supply of Pressure Indicators (PI) of the range 0 to 100 Kg / Cm2 as per the technical specifications attached in the Tender. |
| 457 | Gauge Saver (0-1 Kg/Cm2) |
| 458 | FLP/ WP Junction Box, Type C. (Nos. of terminals: 60 Nos.; Bottom entry: 1 No. - 1 1/4" & 1 No.- 1"; Left side entry: 1 No. - 1" & 3Nos.- 1/2"; Right side entry: 2 No. - 1" & 2 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the J unction as per technical specifications. |
| 459 | FLP/ WP Junction Box, Type D. (Nos. of terminals: 24 Nos.; Bottom entry: 1 No. - 1"; Left side entry: 3 Nos.- 1/2"; Right side entry : 3 Nos.- 1/2") along with FLP cable glands & FLP plugs for all the cable entries of the Junction as per technical specifications. |
| 460 | FLP/ WP Emergency Shut Down Push Button Switch(with2 nos. cable entry provision of 1/2" NPT) with steel hammer chained with mainunit. |
| 461 | PLUGS 1/2" |
| 462 | 1" to 1/2" Reducers |
| 463 | 1" to 3/4" Reducers |
| 464 | 3/4" to 1/2" Reducers |
| 465 | Supply and placing in position 5 mm thick steel checkered plates over cable ducts, valves, pits etc including keeping provision of h oles for lifting arrangement and providing lifting arrangement complete in all respect inclusive of cost of all labour, material, ca rriage etc as per specification & the direction of the engineer in-charge/site engineer |
| 466 | 19/25 mm ISI marked GI conduit along with all fittings & fixtures like Tees, bends, junction boxes, etc for installation of detector s in buildings |
| 467 | "SIZE: 12C X1.5 SQMM ( SAP CODE- 7778320354)" |
| 468 | "SIZE: 40C X1.5 SQMM (SAP CODE - 7778323004)" |
| 469 | "SIZE: 2P X1.5 SQMM [SAP CODE:7780560664]" |
| 470 | "SIZE: 5P X1.5 SQMM (SAP CODE:7780700764/7780540254)" |
| 471 | "SIZE: 4C X1.5 SQMM ( SAP CODE - 7778320764)" |
| 472 | BHEL CONNECTIVITY_MECH_COMP|Chennai bas |
| 473 | Dismantling of Structures: _Q |
| 474 | Dismantling of PipingAboveground and equipments_R |
| 475 | Supply and Erection of Structural Steel:_A |
| 476 | PU /liquid epoxy Coating of under ground piping:Polyurethane Coating(PU)/ Liquid Epoxy Coating _E1 |
| 477 | Painting: Zinc Ethyl Slicate Primer_D1 |
| 478 | Painting: High Build EPOXY MIO_D2 |
| 479 | Painting: Isocynate Aliphatic Poly Urethene(PU)_D3 |
| 480 | Copper Strips/ Flats for Jumpers for Flanged Joits of the Product Process Piping:Up to 30 mm wide x 3 mm thick Copper strip_H1 |
| 481 | CONNECTIVITY TO BHEL_ELECT_COMP|Chennai |
| 482 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2 mm (Class A) |
| 483 | Insulating Elastomer mats conforming to IS 15652:2006 of thickness 2.5 mm (Class B) |
| 484 | Supply of fully charged CO2 fire extinguishers as per specifications (4.5 kg capacity as per IS: 2878 latest) |
| 485 | Supply of fully charged CO2 fire extinguishers as per specifications (2 kg capacity as per IS: 2878 latest) |
| 486 | Supply of fire buckets mounted on stand |
| 487 | Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requir ement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respective ly with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , asper drawings , specification and directionsofSite Engineer / Engineer-in-Charge |
| 488 | Supplying and spreading of approved quality fine dry river sand in cable trenches including the cost of all material, transport, loa d and lift charges, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer /Engineer-in-Charge |
| 489 | Supply and laying of approved quality 75 mm thick second class brick flat soling with sand filling in the interstices, in cable tren ches for protectionincluding the cost of all brick and sand, labour, load and lift charges , tools and tackles etc , asper drawing s, specification and directionsofSite Engineer / Engineer-in-Charge |
| 490 | Supply, erection & installation of MS cable markers, including excavation, installation of the markers, cement concrete grouting, ba ckfilling, materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer/ Engineer-in-Charge |
| 491 | Power cables LT : OD upto 20 mm |
| 492 | Power cables LT : OD above 20 mm and upto 40 mm |
| 493 | "ACE Chemrod Earthing:Supply,installation, testing and commissioning of ACE (Artificial concept of earthing with chemical rod) Chemrod earthing electrode by digging earthing of 3.0Meter depth & 150 mm diameter or higher by drilling/or any other method, pl acing ACE Chemrod Earthing Electrode, consisting Mild steel Galvanized pipe of size 2500 mm x 50 mm outer dia or higher size x 2mm thick orabove, Galvanized MS rod of size 2575mmx 16 mm or higher size be welded with bottom. The epoxy insulator of not lessthan 100 mm length is to be filled in residual gap between pipe and rod.Highly conductive substances not less than 50 Kg are to b e used for treatment of soil. Model NECO T-19 of Tosha make or equivalents of YK Trader / UniqueAssociates / Shriram make. Item in cludes the supply and installation of the CI/RCC cover in the earth pit, backfilling etc. andconstruction of chamber; complete inc luding excavation, backfilling and supply of all materialsrequired for making earth pit asper drawings, specifications and direc tions of the Site Engineer, Including the cost of all labour, tools, materials etc. complete in all respects." |
| 494 | Supply & Installation of G.I. earthing plate as per drawing no. 9200-99900-404-009-00 outside the buildings. The item also includes grouting of the plate as shown in the drawing. The item should be complete in all respect including all materials, tools, tackels et c. and as per direction of EIC / Site engineer. |
| 495 | 50 mm X 6 mm G.I. earthing strip |
| 496 | 40 mm X 5 mm G.I. earthing strip |
| 497 | 25mm x 4 mm copper flat |
| 498 | 25mm x 3 mm copper flat |
| 499 | GI wire(8 SWG) |
| 500 | GI wire / rope 10 mm diameter |
| 501 | Copper cable as per specifications - 100 Sq.mm |
| 502 | 37 mm |
| 503 | 50 mm |
| 504 | 100 mm |
| 505 | Supply, fabrication, erection, installation of steel structural works of any type and shape such as cable raks, cable trays, push bu tton control posts etc., as requiredjob complete in all respects including the cost of all labour, tools, material etc., complete. and as per specifications and directions of site engineer/ Engineer-in-Charge. |
| 506 | Flame proof, weather proof, single phase, 12" exhaust fan, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bo lts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects |
| 507 | Supply and installation of shock treatment chart framed in good qualityglass in English / Hindi / Local Language). |
| 508 | Supply and installation of vitreous enamel caution boardssuitable for 440 V/11KV/6.6 KVas per IS 255 including fixing on the wal l with all the required hardware etc. complete in English / Hindi/ Local Language. |
| 509 | "Supply and installation of approved quality stainless steel name inscription plates including anodising, engraving the inscriptions , providing screws, etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, prov iding necessary holes tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc." |
| 510 | "Supply and installation of approved quality plasticname inscription plates including engraving the inscriptions, providing screws , etc. for equipments viz. motors, motor control centres, switchgears, push button stations etc. as required, providing necessary ho les tapping etc. and fixing the same complete in all respect as per the direction of Site Engineer/Engineer-in-charge including the cost of all labour, tools etc." |
| 511 | 1 light point controlled by 1 switch. |
| 512 | 2 light points controlled by 1 switch |
| 513 | 3 light points controlled by 1 switch |
| 514 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for fan points (1 fan point controlled by 1 modular switch) including provi ding space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. |
| 515 | "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 6A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. " |
| 516 | Wiringfor 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 specif ications and drawings |
| 517 | "Wiring as in item no. 1 for 250 V single phase and neutral 6 amps modular plug point with PVC insulated 2.5 sq. mm. copper conducto r wires for phase & neutral, 650 V grade including earthing, the third pin with 1.5 sq. mm copper conductor earthing insulated conti nuity wire, complete with providing and fixing of 5 pin 6A modular socket and 10 A modular switch (1 plug point per circuit) as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st plug point for multip le exhaust fans in one circuit. " |
| 518 | "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 cladsocket andplug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box " |
| 519 | "Type III Distribution Board: Double Door EURODB of Havells or equivalent approved make having bus bar 200 A TPN, 1 Incomer 125 A FP MCB Isolator with 125 A FP RCCB (Senstivity 100 mA) alongwith 3 numbers 63 A TPN MCB as per specification " |
| 520 | Type IV DIstribution Board : Double Door Translucent Euro DB of Havells or approved make as per appendix -1, having 100 A TPN CopperBus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), 9x6A SP MCB & 6x20 A SP MCB as per specification |
| 521 | Type V Distribution Board : Double Door, EURO DB of Havells or equivalent approved make having 200 A TPN Bus Bar, 1 x 100 A FP MCB, 1x100 A FP RCCB (100 mA Sensitivity), 9x32 A SPN Motor duty MCB as per specification |
| 522 | Critical Light DB : Euro DB DBOXx of Havells or equivalent make complete with bus bar, neutral links, earth links and 1 x 6 A MCB SP N & 7x2 A SPN MCB |
| 523 | Supply, installation, testing and commissioning of swan neck lighting pole of100mm nominal Diameter B class MS pipe (Height of bot tom of light fitting shall be 2 meters from FGL), having base Plate 200mmx200mmx5mmalong with Flameproof and Weatherproof 2x26W CF L well glass light fitting complete with lamp and builtin control gear and choke of approved make(Cat.No.WG/A/1234 of Sudhir Switchg ears or equivalent approved make), including supply and installation of earthing conductor of 8 SWG GI wire, nuts, bolts, Neck porti on 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 coatof primer and 02 coats of aluminium paint. The job shall also include supply and installation of 4 way Flameproof/weather proof jun ction box(with 4 cable entries) having 8 Nos., 6A, 440V shrouded terminal, with double compression FLP glands/lugs with looping arra ngement and supply and termination of 3C X 2.5 sq. mm. armoured copper PVC/XLPE insulated cable from JB to light fitting The job com plete in all respects as per specifications, drawings and instructions of EIC / Site engineer. |
| 524 | "Ceiling fan with electronic regulator & other accessories and fittings etc. of or approved make as per appendix -1 with the followi ng sweep size:-56"" Sweep" |
| 525 | 12" Oscillating wall mounted bracket fan, noiseless, plastic moulded construction, rotary device for 3 step speed control integratedunit of approved make with all accessories complete in all respect. |
| 526 | 18" Sweep |
| 527 | 12" Sweep |
| 528 | 19 mm |
| 529 | 25 mm |
| 530 | 32 mm |
| 531 | 300 mm dia |
| 532 | 200 mm dia |
| 533 | "Supply, installation and testing of Lightning arrestor on top of the MOV buiding or MOV CP buiding for diverting lightning surges t o the ground. The work shall include supply of 1.2 Meter long copper lightning arrestor with 5 spronged phenyl rod base plate etc. c omplete with necessary insulators including supply and fixing of 50 x 6 mm GI earthing strip of required length and connection to th e main earthing grid . " |
| 534 | Supply , fixing and erection of Modular cable transit (MCT) for cable Entry to Building in proper frame including supply of Peelab le type, spare block, stay plates, compression wedgs etc. with all accessories as per specification, considering 20 % minimum spare in each module, to be installed as per the instruction of Engineer in Charge/site engineer. GALVANISED MILD STEEL frame- with Packin g Space of min. 120 x240 mm with multi diameter Blocks and accessories with peeling off arrangement to adjust cable size from 3.5 MMto 99 MM outer dia . |
| 535 | RC380B LED-32S-6500-L60W60: Supply & fixing of Receess mounted LED light fitting type of full glow RC380B LED-32S-6500-L60W60 Philli ps or approved equivalent make complete with all accessories such as LED module,driver,optics,thermal sink,connector blocks etc incl uding its installation |
| 536 | FLAME PROOF, 2X18 W LED TUBE LIGHT, |
| 537 | BVP 410 LED 172 CW HE NB FG S3 XT: Supply and fixing of BVP410 LED 172 CWHE NB FG S3 XT LED 172 W having 17200 lumens output fittingof phillips or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector b locks etc including installation with LED of approved make. |
| 538 | DN170C LED10S-6500 PSU WH:Supply and fixing of surface mounted weather prooflight DN170C LED 15 W having 1000 lumens output fittin g of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation. |
| 539 | FLAMEPROOF LED FITTING 90 W: Supply, installation, testing & commissioning of Ex"d (flameproof) Flood Light Fixture with provision o fCable Entries: 2 Nos. x 3/4" ET, Cable Glands: 2 Nos. x 3/4" ET (Max. OD 20mm) - Ex"d"(IIA/IIB), Double Compression type, Brass N ickel Plated with PVC Hood. Blanking Plug: 1 No. x 3/4" ET - Ex"d", Brass Nickel Plated. Gasket: Neoprene, Hardware: SS 304, Earthin g: External 2 Nos. (M6), Internal 1 No. (M5), and as per attached detailed technical specification. |
| 540 | LED light fittings with LEDs, Sereno LED-Suspended-SP824 P LED 30S-5000 GR OD or approved equivalent:Supply and fixing of surface mo unted weather prooflight SP824 P LED 42 W having 2950 lumens output fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation with LED of approved m ake. |
| 541 | CONNECTIVITY TO BHEL_INST_COMP|Chennai |
| 542 | Supply & Installaton of Scrapper Detecto |
| 543 | "Fitting, Bushing, 25.4 MM X 12.7 MM NPT(F)[SAP code: 4323020064]" |
| 544 | Male Connector, 12.7 MM MNPTX 12.7 MM OD [SAP Code: 7788049012] |
| 545 | Female Connector, 12.7 MM FNPT X 12.7 MM OD Tube, [SAP Code; 7788049022] |
| 546 | "2 Way Valve Manifold 2 x 12.7 MM FNPT, Material : SS316[ SAP Code 8199959002]" |
| 547 | Hex Nipple, 12.7 MM MNPT X 12.7 MM MNPT X 80 MM Long,[ SAP code: 4399999102] |
| 548 | "Union Tee, 3X12.7 MM OD Tube [ SAP code: 8190326002]" |
| 549 | Installation, testing and commissioning ofPressure Indicator (PI) of various ratings as per drawings, recoomendations of OEM and d irections of Engineer in-charge/ Site engineer |
| 550 | INSTALLATION OF PI+PS/PT: Installation, assistance in testing and commissioning of Pressure gauges and Pressure switches (PI+PS) / p ressure Gauge and pressure transmitter (PI+PT) of various ratings as per the directions of Engineer-in-charge/ Site engineer and dra wings |
| 551 | Supply, erection and installation of GI Pipe of 100 mm nominal bore medium Class B as per IS1239 subject to owner"s approval includi ng the supply & installation of all necessary pipe fittings such as bends, sockets, elbows, tees etc. bending, threading, clamping, plugs, packings, bushing etc. as required for sub ducting HDPE duct as per directions of Engineer-in-charge/ Site Engineer includingcost of all labour, tools, materials complete in all respects. |
| 552 | "Process Tube, Material: Stainless Steel[ SAP Code: 4215689022]" |
| 553 | INSTALLATION OF PT / PS: Installation, assistance in testing and commissioning of Pressure Transmitter (PT) / Pressure Switch (PS) o f various ratings as per the directions of Engineer in-charge/ Site engineer anddrawings. |
| 554 | INSTALLATION OF TEMPERATURE TRANSMITTER WITH THERMOWELL: Installation and assistance in testing & commissioning of temperature eleme nts/temperature transmitter(TT) by making necessaryholes on the pipes, welding the socket for thermowell on the pipe including sup ply of boss, silicon paste etc as per the directions of engineer in-charge/site engineer and drawings. |
| 555 | INSTALLATION OF SURFACE MOUNTED TEMPERATURE TRANSMITTER Installation and assistance in testing & commissioning of Surface Mounted te mperature elements/temperature transmitter (TT) byby welding the weld pad on the surface of the pipe, silicon paste as per the dir ections of engineer in-charge/site engineer and drawings. |
| 556 | INSTALLATION OF EMERGENCY SHUTDOWN SWITCH: Installation and testing of emergency shut - down (ESD) Push button. This includes mounti ng of termination box as per the drawings, specification and instruction of Engineer in-charge/ Site engineer, replacement of brokenglass covers and painting it in red colour. |
| 557 | INSTALLATION& TESTING OF SCRAPPER DETECTOR: Installation, assistance in testing and commissioning of Scrapper Detector of various ratings aas per OEM recommandations, vendor drawings, directions of engineer in-charge/site engineer andother approved drawings. |
| 558 | INSTALLATION OF JUNCTION BOX/ PUSH BUTTON STATION- for MOV/ROSOV: Installation of non-flame proof junctionbox, explosion proof /flame proof junction boxes, Push button stations for MOV/ROSOV for marshalling of control cables, terminating the cables at field a nd control panel end, mounting the junction boxes/Push button station, connecting to earthing grid by supplying and installing all t he required materials such as supporting structure, canopy, cable gland hood, cement concrete, painting, GI wire etc. (excluding sup ply of the Junction Boxes/Push button station) in all respects complete as per specifications, drawings and direction of site Engine er including supply of suitable size non-flame proof cable glands at Control Panel end and the cost of labour,tools, materials, glan ding, ferruling etc. complete in all respects. |
| 559 | INSTRUMENTATION JOBS FOR MOTOR OPERATED VALVES (MOV)/ROSOV/ROV - Carrying out the instrumentation and control system jobs on the alr eady erected actuator assembly of motor operated valves (MOV)by making the necessary cable connection at field and control panel end(excluding the supplyof cables) calibrating the control components, adjusting the limit switches, testing the whole assembly as p er drawings specifications and direction of the engineer in-charge/site engineer complete in all respect, including supply of suitab le size non-flame-proof cable glands, ferruls, drilling/cutting of plate for fixing glands at Control Panel end and the cost of all labour, tools, glanding, ferruling, consumables etc. |
| 560 | INSTALLATIONOF CONTROL PANEL/CONSOLE DESK/ UPS/ RIO/ RTU/ PLC/ ACDB - Taking delivery, shifting the panels to installaion site anderection, installation, testing of Control panels, mounted with all the instruments, power supply units, UPS & battery banks logic control systems , barriers, providing assistance to control system vendor for commissioning of control system including panels, cont rol/console desk etc. installation on already made foundations or fixing on walls, or steel structure or fixtures aligning, levellin g, grouting, inter-wiring outgoing, incoming cable terminations as required, earthing, testing, complete in all respects as per draw ings, specifications and directions of the engineer in-charge/site engineer, including supply of suitable size non-flame proof cableglands for all incoming/outgoing cables and the cost of the materials, tools, labour, glanding, ferruling etc. complete in all resp ects.The indicated quantity iscumulative weight of panels. |
| 561 | STEEL STRUCTURAL WORKS - Supply, fabrication, erection and installation of steel/GI structural works of any type and shape such as c able racks, trays, push button, control posts, ladders, lugs, chain link, fencing, angles, joints, channels, plates, flats, bars etcas required as per specifications, drawings, directions of site engineer/engineer in-charge, inlcuding cost of all labour, material s, tools, consumables etc complete in all respects. Job is inclusuve of taking delivery from owner"s go down and shifting to site wh erever required. |
| 562 | AIR CONDITIONER CASSETTE TYPE - Supply& Installation of 1.8TCassette Type ACs flushed with false ceiling (Daiken / Hitachi / Car rier) along with 5KVA Voltage Stablizer & MS stand for outdoor unit, refregerant piping, drain piping complete as per instruction ofEIC / Site Engineer |
| 563 | AIR CONDITIONER SPLIT TYPE - Supply& Installation of 1.8TSplit 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 |
| 564 | "Tube End Cap ( Sq Head), 12.7 MM OD Tube, [SAP Code: 8192999024]" |
| 565 | Jacking Bracket for 600# & 900#.[ SAP Code 8195999153] |
| 566 | Supply & installation of MAGNETIC PROXIMITY SWITCH with suitable junction box for termination of leads/cable for extending contact t o control system for unauthorised entry of building / MOV fencing. |
| 567 | Installation of Infrared HYDROCARBON DETECTORS (point type / open pathtype), terminating the cables at field and control panel / RTUend, connecting to earthing grid by supplying and installing all the required materials such as supporting structure, canopy, cemen t concrete, painting, GI wire etc.(excluding supply of the Hydrocarbon detector) complete in all respectsas per specifications. |
| 568 | Installation of Explosion Proof & Weather Proof Manual Call Point/ Hooters/ Beaconsin Hazardous area, terminating the cables at fi eld and control panel end, connecting to earthing grid by supplying and installing all the required materialssuch as supporting stru cture, cement concrete, painting, GI wire etc.(excluding supply of the Manual Call Point/ Hooter/ Beacon) complete in all respect asper specifications. |
| 569 | CONNECTIVITY TO BHEL_CP_SUPPLY|Chennai |
| 570 | Supply of Solid State Diode Decoupling Device of approved make including required length of cable as per specifications for protecti on of MOVs and at HT line crossing locations |
| 571 | Supply of Surge Arrestors of approvedmake including required length of cable & as per specifications for protection of insulating couplings |
| 572 | Flame proof & Weather proof junction Box of approved make conforming to drg 9200-99900-404-606-00. |
| 573 | Copper Cable size 1cx35 sq. mm Armoured |
| 574 | Copper Cable size 1cx25 sq.mm Armoured |
| 575 | Copper Cable size 2cx6 sq.mm Armoured |
| 576 | Copper Cable size 2cx25 sq.mm Armoured |
| 577 | Copper Cable size 2cx70 sq.mm Armoured |
| 578 | Supply ofCu- Cuso4permanent Half cell with minimum 10 m length of tail cable, as per specifications of approved make |
| 579 | Supply ofCu- Cuso4portableHalf cell, as per specifications of approved make |
| 580 | Supply of Pipe cum cable locator of approved make as per specifications complete in all respects |
| 581 | Supply of hand held data logger for ON/OFF PSP measurement alongwith carrying case, data downloading cable and other required access ories complete as per specifications and approved make |
| 582 | Supply of Cathodic Protection unit of a |
| 583 | CONNECTIVITY TO BHEL_CP_SERV|Chennai ba |
| 584 | Pipe to Soil potential Readings : Measurement, recording and submission of Pipe to Soil Potential readings by connecting / disconnec ting the Mg anodes (for achieving optimal protection through TLPs) along the entire pipeline and at stations, including preparing an d submiting relative PSP profile and other relevant data pertaining to the cathodic protection of the pipeline, including cost of al l labour, instruments and services rendered. The readings shall be furnished as per the specifications and as per the directions of the Site Engineer/Engineer-in-Charge. |
| 585 | Installation of solid state decoupling device as per specifications including terminating the cables in the TLP box with cable lugs,sealing material, laying of cable, testing & commissioning of Zinc anodes etc. all complete with required material, excavation, bac kfilling etc. as per specification and directions of Site Engineer/ Engineer-in-Charge. |
| 586 | Installation of surge arrestors including terminating the cables, laying of cable, testing & commissioning of surge arrestors etc. a ll complete with required material, excavation, backfillingetc. as per specification and directions of Site Engineer / Engineer-in -Charge. |
| 587 | Installation of permanent half cells including connecting the cable in the TLP etc. with cable lugs, sealing material, laying of cab le, testing & commissioning of cell etc. all complete with required material, excavation, backfillingetc. as per specifications, r ecommendation of cell supplier and directions of Site Engineer / Engineer-in-Charge. |
| 588 | Conducting " Coating-Resistance Survey" for calculation of effective coating resistance of the pipeline in ohms-sq.m. along the enti re pipeline and plotting on SEMILOG or X-Y GRAPH& submitting the report in graphical form as well as soft copy as per Specificatio n / approved procedure and directions of Site Engineer / Engineer-in-Charge. |
| 589 | Conducting Close Interval ON/OFF Potential Logging Survey at an interval of 1 m over the buried line in the right of way including t he cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instruments, equipmen ts, consumables etc., required for the survey as per the standard specifications, and approved procedures identification of areas/lo cations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports i n 2 sets and incorporation of owner"s comments in the draft report and final reports in 6 sets including one soft copy containing th e survey results in the graphical as well as tabular forms computerised colour print and complete in all respects and directions of Site Engineer / Engineer-in-Charge. |
| 590 | "Conducting Direct Current Voltage Gradient Survey over the buried line to identify / pin point the coating defects in the right of way including the cost of all expert manpower, transportation and camping facilities etc. to their employees, materials, test instru ments, equipments, consumables etc., required for the survey as per the standard specifications and approved procedures, identificat ion of areas/locations where coating repair is required alongwith suggestion for remedial measures etc. including the submission of draft reports in 2 sets and incorporation of owner"s comments in the draft report and final reports in 6 sets including one soft cop y containing the survey results in the graphical as well as tabular forms computerised colour print and complete in all respects as per directions of Site Engineer / Engineer-in-Charge. Note : The item includes establishing the coating defect at specified locations by excavation in coordination with mainline contract or, who will arrange to repair the defects." |
| 591 | Conducting "Soil Resistivity Survey" at anode bed location after ascertaining its suitablity with respect to the existing system , f or installation of Anode Bed (deep / shallow / distributed), as per the specification, approved procedures and instructions of Site Engineer / Engineer-in-Charge. |
| 592 | "Conducting AC interference survey, to detect presence of any AC voltage(induced owing to proximity of any HT transmission line (66 KV and above) crossing or running parallel within a distance of 20 M from thepipeline alignment as per approved procedure. The wor k shall be completed in all respects including survey recommending mitigation measures & post mitigation survey. The work includes a ll tools, tackles, consumables etc. all complete, required for survey / test as deemed necessary and as per the directions of the si te engineer / Engineer-in-Charge. Note : AC interference survey shall be done at respective TLP by connecting data logger to maintain record for minimum 24 hours. Thedata to be submitted for each such TLP alongwith coloured graph and recommendations." |
| 593 | Conducting Mututal Interference Survey among the new and existing pipelines / facilities(foreign) by taking PSP survey of all the pi pelines as per approved procedure todetermine level of interference at different places along the pipelineand at point of crossi ng in common ROW including identifying points andproviding the data/ record in graphical form and carrying out all necessary work for mitigating the interference observed among the pipelines , including retesting the same to ensure efficacy of the remedial measu res undertaken.The contractor shall submit a full final report with detailed PSP readings at all TLPs along with graphsin six sets .The item should be complete in all respect including survey, work for mitigating the interference and post mitigating survey as perspecifications/directions of site engineer / Engineer-in-Charge. |
| 594 | 1cx35 sq. mm |
| 595 | 1cx25 sq. mm |
| 596 | 2cx6 sq. mm |
| 597 | Measuring, recording and submitting the cathodic protection readings along the entire pipeline by repeated adjustments of the settin gs of the CPTR/CPPSM units etcas per specifications for achieving full/maximum protection of all the stretches as per the criteriaof protection mentioned in the specifications. Measuring the relevant readings at the cathodic protection stations and "pipe to soi l potential" readings at all the test lead locations along the pipelineincluding the CP station parameters like current(AC/DC), vo ltage(AC/DC),circuit resistance,battery voltage/current etc.,preparing and submitting pipe to soil potential profile, graphsand ot her datapertaining to the cathodic protection of the pipeline,job complete in all respects as per specification and instructions o f Site Engineer / Engineer-in-Charge, including cost of all labour, instruments and services rendered. |
| 598 | "Final Commisioning of CP system Final Commissioning of the impressed current cathodic protection system for the mainline for achieving full protection as per protec tion criteria as mentioned in the specifictions through repeated adjustments of the CP units after installation of galvanic anodes f or hot spot protection and mitigation of AC/ DC interference, if any and submission of the resultant data to the owner and testing, measuring, recording and submitting all these data once again after the lapse of a period as per specifications / directions of the Site engineer / Engineer-in-Charge, including the cost of all labour tools and materials as required, complete in all respect." |
| 599 | Conducting Pearson Survey over the buried line in the right of way including the cost of all expert manpower, transportation and cam ping facilities etc. to their employees, materials, test instruments, equipments, consumables etc., required for the survey as per t he standard specifications, identification of areas/locations where coating repair is required alongwith suggestion for remedial mea sures etc. including the submission of draft reports in 2 sets and incorporation of owner"s comments in the draft report and final r eports in 6 sets including one reproducible containing the survey results in the graphical as well as tabular forms computerised col our print and complete in all respects. |
| 600 | CPTR cum CPPSM |
| 601 | CONNECTIVITY TO BHEL_CP_COMP|Chennai ba |
| 602 | Magnesium Anode: Supply, Installation , testing and commisioning of Magnesium anode (minimum 7.6 Kg each) including its tail cableof size of 1c x 6 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, special back-fill ma terial ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling etc. as per sp ecifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall be carried outas per the directions of the EIC/ Site Engineer and as per AFC drawings. |
| 603 | Type A (With Ingress Protection IP:55) |
| 604 | Type B (With Ingress Protection IP:55) |
| 605 | Type C (With Ingress Protection IP:55) |
| 606 | Type DAC (With Ingress Protection IP:55) |
| 607 | Preparation & installation of corrosion coupon from owner supplied coated pipe. which involves preparation of sample of size 2"x4", application of pipeline coating material on the coupon, soldering 6 sq. mm. cable with coupon, sealing the soldered joint with epoxy , positioning the coupon at the pipe line depth and with in a distance of 0.5 M from the pipeline inclusive of cable & terminating t he cable in the TLP terminal. The corrosion coupons are to be installed with specified Test lead points for which prior approval to be obtained from Owner. The item also includes supply, installation / laying & termination of all XLPE, Cu cables of required length(as per site conditions) and size as mentioned in the standard drawings, toggle switch, cable glands and lugs etc., complete in allrespect. All as per the direction and specification detailed in the document complete with tools, tackles & other necessary require ment for preparation of the coupon. The work complete in all respect shall include supply of all labour, tools etc complete as per t he directions of the Site Engineer and as per drawing no. 9200-99900-404-601-01 & 9200-99900-404-607-01. |
| 608 | Zinc Anode for Hot spot protection : Supply, Installation , testing and commisioning of Zinc anode (minimum 10 Kg each) including it s tail cable of size of 1c x 25 sq.mm. XLPE/ PVC insulated stranded copper cable of total length 10 meter including PVC cap, specialback-fill material ( filled in cotton sack) with sealing compound complete in all respect including its excavations, back filling e tc. as per specifications and drawings. The work complete in all respect shall include supply of all labour , tools etc. and shall b e carried out as per the directions of the Site Engineer / Engineer-in-Charge and as per AFC drawings. |
| 609 | "Supply& installation of Anode bed ( deep well type with MMO anodes) as per the approved configuration for Impressed Current Catho dic Protection systemincluding supply, laying & termination of all anodes, anode tail cable (XLPE insulated copper conductor) suit able with length for connecting upto Anode junction box without any joints in betweenincluding laying of PVC sleeve / trunk pipe, casing pipe , centralizers, vent pipe& drawing all the lead wires through the pipe and connecting the same with Anode bus in Anodejunction box including erection and providingfoundation of Anode Junction Box as per specifications inlcudingsupply, excavation , backfill of earth etc.as per specification & also compacting the same with soil for restoring it to normal finished ground levelall complete with all labour & material asper instruction of Site Engineer / Engineer-in-Charge, Specifications and approved draw ings. Note : Each Anode bed means anode bed at each location irrespective of number of anode strings required." |
| 610 | "Cable Marker Supply, erectionandinstallation of MS cable markers; including excavation,installation of the markers,cement concrete grouting, back-filling etc.requiredasper drawings,specificationsand directions oftheSite Engineer,including the cost of all ma terials, labour,tools etc. complete in allrespects as per the directions of Site Engineer / Engineer-in-Charge." |
| 611 | TLP type "A" , flame proof & weather proof as per specifications and drawing (With inbuilt provision of Voltmeter & pushbutton for P SP Measurment) |
| 612 | Flameproof Type E (With Ingress Protection IP:55) - with inbuilt provision of Voltmeter and Pushbutton for PSP Measurment. |
| 613 | Flameproof CJB |
| 614 | Type B (Flameproof & Weatherproof as per specifications & drawing) - with inbuilt provision of Voltmeter and Pushbutton for PSP Meas urment. |
| 615 | RATE OF GST APPLICABLE FOR ALL ITEMS OF THE BOQ CONSIDERING JOB AS COMPOSITE SERVICES. BIDDER TO SELECT ONE GST RATE FROM THE DROP DOWN LIST |
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