Indian Oil Corporation Limited-IOCL has published Construction Of Lng Hub At Salem Ga Construction Of Lng Hub At Salem Ga. Submission Date for this Tender is 02-08-2021. Building Work Tenders in SALEM Tamil Nadu. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | LNG HUB at Salem GA |
| 2 | CIVIL Works |
| 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 including getting out and disposal of excavated earth up to 50m lead and lift up to 1.5 m, as directed by the Engineer-in-Charge :All kinds of soil |
| 4 | Earth work in excavation by mechanical means (Hydraulic excavator)/ manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge. All kinds of soil |
| 5 | Earth work in excavation by mechanical means (Hydraulic Excavator)/ Manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead up to 50 m and lift up to 1.5 m, as directed by the Engineer-in-Charge :Ordinary rock |
| 6 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20 cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. |
| 7 | Supplying and filling in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 8 | Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/ Lindane emulsifiable concentrate of 20% |
| 9 | Diluting and injecting chemical emulsion for POST-CONSTRUCTIONAL anti-termite treatment (excluding the cost of chemical emulsion) : Along external wall where the apron is not provided using chemical emulsion @ 7.5 litres/ sqm of the vertical surface of the substructure to a depth of 300 mm including excavation channel along the wall & rodding etc. complete: With Chlorpyriphos/ Lindane E.C. 20% with 1% concentration |
| 10 | Treatment of soil under existing floors using chemical emulsion @ one litre per hole, 300 mm apart including drilling 12 mm diameter holes and plugging with cement mortar 1 : 2 (1 cement : 2 Coarse sand) to match the existing floor : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 11 | Treatment of existing masonry using chemical emulsion @ 1 litre per hole at 300 mm interval including drilling holes at 45 degree and plugging them with cement mortar 1:2 (1 cement : 2 coarse sand) to the full depth of the hole : With Chlorpyriphos/Lindane E.C. 20% with 1% concentration |
| 12 | Supplying and filling selected earth/ moorum (excluding black cotton soil) from Contractor"s own borrow areas including royalty, with all leads and lifts in low laying areas and filling to required grade and level including watering, compacting at optimum moisture content to 90% of Proctor"s density, consolidation androlling with 8 to 10 tonne power rollerin layers not exceeding 20 cm thickness, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of Site Engineer. |
| 13 | 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 : |
| 14 | Beyond 30 cm girth upto and including 60 cm girth |
| 15 | Beyond 60 cm girth upto and including 120 cm girth |
| 16 | Beyond 120 cm girth upto and including 240 cm girth |
| 17 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level : 1:2:4 (1 cement : 2 coarse sand (Zone-III) : 4 graded stone aggregate 20 mm nominal size) |
| 18 | Providing and laying in position Plain cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:3:6 (1 cement : 3 coarse sand (Zone-III) : 6 graded stone aggregate 20 mm nominal size) |
| 19 | Providing and laying in position Plain cement concrete of specified grade excluding the cost of centring and shuttering - All work up to plinth level: 1:4:8 (1 cement : 4 coarse sand (Zone-III) : 8 graded stone aggregate 40 mm nominal size) |
| 20 | Providing and laying damp-proof course 50 mm thick with cement concrete 1:2:4 [1 cement : 2 coarse sand (Zone-III) derived from natural sources : 4 graded stone aggregate 20 mm nominal size derived from natural sources] |
| 21 | Providing & applying a coat of residual petroleum bitumen of grade of VG-10 of approved quality using 1.7 Kg per square metre on damp proof course after cleaning the surface with brushes and finally with a piece of cloth lightly soaked in kerosene oil. |
| 22 | Making plinth protection 50 mm thick of cement concrete 1:3:6 [1 cement : 3 coarse sand derived from natural sources : 6 graded stone aggregate 20 mm nominal size derived from natural sources] over 75 mm thick bed of dry brick ballast 40 mm nominal size, well rammed and consolidated and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 23 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III): 3 graded stone aggregate 20 mm nominal size) |
| 24 | Reinforced cement concrete work in walls (any thickness), including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level up to floor five level, excluding cost of centering, shuttering, finishing and reinforcement : 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 25 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15 Degree landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (Zone-III) : 3 graded stone aggregate 20 mm nominal size) |
| 26 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Foundations, footings, bases of columns, etc. for mass concrete |
| 28 | Walls (any thickness) including attached pilasters, butteresses, plinth and string courses etc. |
| 29 | Shelves (Cast in situ) |
| 30 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Suspended floors, roofs, landings, balconies and access platform |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Lintels, beams, plinth beams, girders, bressumers and cantilevers |
| 32 | Centering and shuttering including strutting, propping etc. and removal of form for all heights : Columns, Pillars, Piers, Abutments, Posts and Struts |
| 33 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more |
| 34 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete above plinth level. Thermo-Mechanically Treated bars of grade Fe-500 D or more |
| 35 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-Charge. (Note : Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). All works upto plinth level |
| 36 | DESIGN MIX CONCRETE : Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centring, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of the Engineer-in-Charge. (Note: Cement content considered in this item is @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately). All works above plinth level upto floor V level |
| 37 | Supplying and providing non-shrinkable cement grout (SHRINKKOMP 20 or any other equivalent approved brand) for grouting holding down bolts in pocket holes for equipment foundation, including necessary surface preparation mixing of grout, curing as per manufacturer"s recommendation/ specification and direction of the Site Engineer. (Note: This item shall be operated under specific instruction of the Engineer-in-Charge.) |
| 38 | Extra for providing richer mixes at all floor levels. [Note: Excess/ less cement over the specified cement content used is payable/ recoverable separately] : |
| 39 | Providing M-30 grade concrete instead of M-25 grade BMC/ RMC. [Note: Cement content considered in M-30 is @ 340 Kg/cum] |
| 40 | Providing and laying in position ready mixed M-25 grade concrete for reinforced cement concrete work, using coarse aggregate as well as fine aggregate derived from natural sources and cement content as per approved design mix, manufactured in fully automatic batching plant and transported to site of work in transit mixer for all leads, having continuous agitated mixer, manufactured as per mix design of specified grade for reinforced cement concrete work, including pumping of R.M.C. from transit mixer to site of laying , excluding the cost of centering, shuttering finishing and reinforcement, including cost of 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 @ 330 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately] : |
| 41 | All works upto plinth level |
| 42 | All works above plinth level upto floor V level |
| 43 | Painting foundation concrete (RCC) with hot bitumen of grade VG-10 @ 17 Kg/10 sqm including cleaning the foundation concrete with brushes etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 44 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in foundation and plinth in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 45 | Brick work with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level in all shapes and sizes in : Cement mortar 1:6 (1 cement : 6 coarse sand) |
| 46 | Half brick masonry with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 in superstructure above plinth level up to floor V level : Cement mortar 1:4 (1 cement :4 coarse sand) |
| 47 | Extra for providing and placing in position 2 Nos. 6mm dia. M.S. bars at every third course of half brick masonry. |
| 48 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture laid over 20 mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement, mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding and polishing to edges to give high gloss finish etc. complete at all levels. : Granite of any colour and shade : Area of slab up to 0.50 sqm |
| 49 | Area of slab over 0.50 sqm |
| 50 | Extra for providing opening of required size & shape for wash basin/ kitchen sink in kitchen platform, vanity counter and similar location in marble/ Granite/ stone work, including necessary holes for pillar taps etc. including moulding, rubbing and polishing of cut edges etc. complete. |
| 51 | Providing and fixing stone slab with table rubbed, edges rounded and polished, of size 75 x 50 cm deep and 1.8 cm thick, fixed in urinal partitions by cutting a chase of appropriate width with chase cutter and embedding the stone in the chase with epoxy grout or with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 6 mm nominal size) as per directions of the Engineer-in-Charge and finished smooth : |
| 52 | Granite Stone of approved shade |
| 53 | Providing and fixing first quality ceramic glazed wall tiles conforming to IS:15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by the Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3 Kg/sq.m., including pointing in white cement mixed with pigment of matching shade complete. |
| 54 | Providing and laying Burnt Terracota Tiles 12 mm thick for facia, over walls, sloping RCC Roofs etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 55 | Providing and fixing 12 mm thick Elevational Brick Tiles for facia, vertical face of walls, etc. at all levels and locations laid over and including a backing coat of 15 mm thick cement mortar (1 cement : 3 sand) and joints filled with coloured cement of same colour as tiles complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per specification and directions of the Engineer-in-Charge. |
| 56 | 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 arrangements 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 cover of required thickness for rolling shutters. 80 x 1.25 mm M.S. laths with 1.25 mm thick top cover |
| 57 | Providing and fixing ball bearing for rolling shutters. |
| 58 | Providing and fixing circular/ Hexagonal cast iron or M.S. sheet box for ceiling fan clamp, of internal dia 140 mm, 73 mm height, top lid of 1.5 mm thick M.S. sheet with its top surface hacked for proper bonding, top lid shall be screwed into the cast iron/ M.S. sheet box by means of 3.3 mm dia round headed screws, one lock at the corners. Clamp shall be made of 12 mm dia. M.S. bar bent to shape as per standard drawing. |
| 59 | Providing & fixing fly proof wire gauze to windows, clerestory windows & doors with M.S. Flat 15x3 mm and nuts & bolts complete : |
| 60 | Stainless Steel (Grade 304) wire gauze of 0.5 mm dia wire and 1.4 mm aperture on both sides. |
| 61 | Supplying, fabricating, erecting, placing and fixing in position M.S. structural works using rolled/ built up sections for truss, claddings, bracings, purlins, supporting frames made of joists, tubes, pipes, channels, angles, plates, flats, bars etc. including cutting to required size welding of joints, fixing anchor plates, including bolts, theading, nuts, washers, sleeves etc. includingpreparation of detailed fabrication drawings & submission to the Engineer-in-Charge for approval before start of fabrication, supplying & applying painting with two coats of epoxy paint "EPILUX 155 High Build Enamel over a coat of "EPILUX 610" Primer of M/s BERGER or any other approved equivalent make as per manufacturer’s recommendation, complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. (Excluding the cost of concrete work). |
| 62 | Supplying and fixing, shop fabricated M.S. steel Electroforged Welded Gratings (Hot dip galvanised as per IS:2629 and tested as per IS:2633 and IS:6745) of approved make with quantity of zinc coating shall not be less than 9.0 N/sqm of surface area (0.12 mm uniform thickness) over drains, stair treads etc., wherever required with maximum size of void/ mesh in the grating limited to 33 mm x 50 mm including welding/ fixing/ clamping to base frame, etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 63 | Supplying, fitting and fixing hot dip galvinised barbed line wire through holes in fencing posts (already made in the body of the post), tightening and fixing the wire in tight condition with straining bolts (straining bolts at end post) including the cost of cutting and lapping joints, making holes, straining bolts, galvanised staples, binding wires etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Engineer-in-Charge. |
| 64 | Supplying, fitting and fixing punched tape concertina spiral coil of 50 turns per coil having core wire of 2.6 mm diameter made of high carbon spring steel of high tensile strength as per IS:4454 (Part-I, Grade-II) having minimum galvanising coating thickness equivalent to 230 grams per square metre and low carbon steel strip of 0.5 mm thickness having a series of barbes punched all along the length on both sides of the strip at regular interval as per IS:513, DD quality having minimum galvanising coating thickness of 12 microns. Hardness of tape should be between 137-180 VPN (Victor Penetration Number). The coil should be clipped sufficiently at regular intervals. The coil should not be stretched for more than 6.0 m length and the minimum diameter of the coil in the closed condition should not be less than 600 mm complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 65 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of the Engineer-in-Charge. Made of G.I. wire of dia. 4 mm, PVC coated to achieve outer dia not less than 5 mm in required colour and shade. |
| 66 | Supplying & fixing welded wire mesh door made from steel wire fabric of rectangular mesh 75 x 25 mm size, weight not less than 7.75 Kg/sqm fixed on angle iron frame by welding, fixing of holdfast, hinges, door handles, tower bolts, aldrops (2 Nos.), painting with two coats of synthetic enamel paint of over a coat of red oxide zinc chrome primer, excluding frame etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. [Note: Angle iron frame shall be paid separately]. |
| 67 | Supplying and placing in position 5.0 mm thick steel chequered plates over cable ducts, valve pits etc. including provision for lifting arrangements 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. |
| 68 | Providing and laying Polished Granite stone flooring in required design and patterns, in linear as well as curvilinear portions of the building, all complete as per the architectural drawings, with 18 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. all complete as specified and as directed by the Engineer-in-Charge. : Polished granite stone slab- Jet Black, Cherry Red, Elite Brown, Cat Eye or equivalent. |
| 69 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS:4457, complete as per the direction of Engineer-in-Charge. In flooring on a bed of 10 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) a)Acid and alkali resistant tile |
| 70 | Providing and fixing 10 mm thick acid and/or alkali resistant tiles of approved make and colour using acid and/or alkali resisting mortar bedding, and joints filled with acid and/or alkali resisting cement as per IS:4457, complete as per the direction of Engineer-in-Charge. In dado/ skirting on 12 mm thick mortar 1:4 (1 acid proof cement : 4 coarse sand) a)Acid and alkali resistant tile |
| 71 | Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab, including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : a)25 mm thick |
| 72 | Kota stone slabs 20 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement: 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. |
| 73 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of first quality conforming to IS:15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), jointing with grey cement slurry @ 3.3 Kg/sq.m. including pointing the joints with white cement and matching pigment, etc. complete. |
| 74 | 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 cement : 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. a)Size of Tile 600x600 mm |
| 75 | Providing and laying Vitrified tiles in different sizes (thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to IS:15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement 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. a)Size of Tile 600x600 mm |
| 76 | Supplying and laying flat brick soling in foundation trench, in floors, garages, sumps, etc., with bricks of class designation 50 laid to proper slope, level and grade etc. filling of the joints with sand etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. |
| 77 | Providing and laying 52 mm thick cement concrete flooring with metallic hardner, under layer of 37 mm thick cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) and top layer of 15 mm thick metallic concrete hardner consisting of mix 1:2 (1 cement : 2 stone aggregate 6 mm nominal size) by volume with which metallic hardening compound such as IRONITE NO. 1 of IRONITE CO. OF INDIA LTD. or aproved equivalent mixed in the ratio 4:1 (4 parts of cement : 1 part of metallic floor hardening compound of approval quality) by weight, inclusive of cost of finishing, labour, material, equipment, etc. as per specifications and directions of the Engineer-in-Charge. |
| 78 | 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 based adhesives includingrolling with light wooden roller weighing about 5 Kg, all complete including cost of preparation of subgrade, 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 nominal size) as directed by the Engineer-in-Charge. |
| 79 | 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 water proofing compound finished neat etc. complete in all respects inclusive of cost of all labour, materials, tools, tackles, etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 80 | Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 stone aggregate 10 mm and down gauge), including finishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design : a)In 75x75 mm deep chase |
| 81 | Making Khurras 45x45 cm with average minimum thickness of 5 cm cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate of 20 mm nominal size) over P.V.C. sheet 1 m x 1 m x 400 micron, finished with 12 mm cement plaster 1:3 (1 cement : 3 coarse sand) and a coat of neat cement, rounding the edges and making and finishing the outlet complete. |
| 82 | Providing and fixing on wall face Unplasticised Rigid PVC (UPVC) rainwater pipes conforming to IS:13592 Type-A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: (i) Single socketed pipes : a)110 mm diameter |
| 83 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : Coupler : a)110 mm |
| 84 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion : Single Push-fit Coupler : a)110 mm |
| 85 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: a) Bend 87.5 Degrees: 110 mm |
| 86 | Providing and fixing on wall face Unplasticised-PVC (UPVC) moulded fittings/ accessories for Un-plasticised Rigid PVC rainwater pipes conforming to IS:13592 Type A, including jointing with seal ring conforming to IS:5382, leaving 10 mm gap for thermal expansion: Shoe (Plain) : 110 mm Shoe |
| 87 | Providing and fixing Unplasticised PVC (uPVC) pipe clips (110 mm) of approved design to unplasticised-PVC rainwater pipes by means of 50x50x50 mm hard wood plugs, screwed with M.S. screws of required length, including cutting brick work and fixing in cement mortar 1:4 (1 cement : 4 coarse sand) and making good the wall etc. complete. |
| 88 | Providing and fixing LUXALON 75C & 225C un-perforated Aluminium panel coloured ceiling manufactured by M/s. HUNTER DOUGLAS INDIA or any other approved equivalent brand, each panel consisting of 75/225 mm wide x 15.5 mm deep and 0.5 mm thick with bevel edged panel made from enamelled corrosion resistance aluminium alloy AA-5050 (Al.Mg), each panel to abut each other with a narrow "V" groove, clipping with a baked enamelled aluminium panel carrier of 32 mm wide x 39 mm deep x 0.95 mm thick in standard length of 5 metres made of double baked enamelled aluminium alloy AA-5050 (Al.Mg) black with cutouts to hold the panels in a module of 75 mm closed at a distance of 1.25 metre, each panel carrier suspended by means of G.I. suspension rod 4 mm diameter and a galvanised supsension spring clip at a distance of 1.7 metre centre to centre, making openings for light fittings etc. with suitable peimeter framing all complete as per manufacturer"s recommendation and directions of the Engineer-in-Charge. (Note: Measurement shall be made wall to wall without any deduction for openings, for payment purpose). |
| 89 | FINISHING Note: Rates for external plaster are for height up to 10m from ground level unless & otherwise stated. CEMENT PLASTER (IN FINE SAND): 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement : 6 fine sand) |
| 90 | FINISHING Note: Rates for external plaster are for height up to 10m from ground level unless & otherwise stated. CEMENT PLASTER IN TWO COATS: 6 mm cement plaster of mix : a)1:3 (1 cement : 3 fine sand) |
| 91 | Neat cement punning. |
| 92 | 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. |
| 93 | INTERIOR FINISHING: Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : Water thinnable cement primer |
| 94 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 95 | Wall painting with premium acrylic emulsion paint of interior grade, having VOC (Volatile Organic Compound) content less than 50 grams/ litre of approved brand and manufacture, including applying additional coats wherever required to achieve even shade and colour. Two coats |
| 96 | Finishing walls with Acrylic Smooth exterior paint of required shade : |
| 97 | New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/10 sqm) |
| 98 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 99 | Two or more coats on new work |
| 100 | Providing and applying fibre reinforced elastomeric liquid water proofing membrane with resilient acrylic polymers having Sun Reflectivity Index (SRI) of 105 on top of concrete roof in three coats @ 10.76 litre/10 sqm. One coat of self-priming of elastomeric waterproofing liquid (dilution with water in the ratio of3:1) and two coats of undiluted elastomeric waterproofing liquid (dry film thickness of complete application/ system not less than 500 microns). The operation shall be carried out after scrapping and properly cleaning the surface to remove loose particles with wire brushes, complete in all respect as per directions of the Engineer-in-Charge. |
| 101 | Preparation and consolidation of sub-grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead up to 50 metres. |
| 102 | Supplying and stacking at site : 90 mm to 45 mm size stone aggregate |
| 103 | Supplying and stacking at site : 53 mm to 22.4 mm size stone aggregate |
| 104 | Supplying and stacking at site : Stone screening 13.2 mm nominal size (Type A) |
| 105 | Supplying and stacking at site :Stone screening 11.2 mm nominal size (Type B) |
| 106 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road/ vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening/ binding material to fill up interstices of coarse aggregate, watering and compacting to the required density. |
| 107 | Providing and laying design mix cement concrete of M-30 grade in roads/ taxi tracks/ runways, using cement content as per design mix, using coarse sand and graded stone aggregate of 40 mm nominal size in appropriate proportions as per approved & specified design criteria, providing dowel bars with sleeve/ tie bars wherever required, laying at site, spreading and compacting mechanically by using needle and surface vibrators, levelling to required slope/ camber, finishing with required texture, including steel form work with sturdy M.S. channel sections, curing, making provision for contraction/ expansion, construction & longitudinal joints (10 mm wide x 50 mm deep) by groove cutting machine, providing and filling joints with approved joint filler and sealants, complete all as per direction of the Engineer-in-Charge. [Notes: (1) Item of joint fillers, sealants, dowel bars with sleeve/ tie bars to be paid separately. (2) Cement content considered in M-30 is @ 340 kg/cum. Excess/ less cement used as per design mix is payable/ recoverable separately]. Cement concrete prepared with batch mixing machine |
| 108 | Providing and fixing in position pre-moulded joint filler in expansion joints. |
| 109 | Providing and laying in position bitumen hot sealing compound for expansion joints etc. : |
| 110 | Using Grade "A" sealing compound. [Note: Unit "CM" shall mean "PER CENTIMETRE DEPTH PER CENTIMETRE WIDTH PER METRE LENGTH"]. |
| 111 | Providing and applying 2.5 mm thick road marking strips (retro-reflective) of specified shade/ colour using hot thermoplastic material by fully/ semi automatic thermoplastic paint applicator machine fitted with profile shoe, glass beads dispenser, propane tank heater and profile shoe heater, driven by experienced operator on road surface including cost of material, labour, T&P, cleaning the road surface of all dirt, seals, oil, grease and foreign material etc. complete as per direction of the Engineer-in-Charge and accordance with applicable specifications. |
| 112 | Providing and laying factory made chamfered edge Cement Concrete paver blocks In foot path, park & lawns driveway or light & traffic parking etc. of required strength, thickness & size/ shape, made by table vibratory method using PU mould, laid in required colour & pattern over 50mm thick compacted bed of course sand, compacting and proper embedding/laying of inter locking paver blocks 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 & direction of the Engineer-in-Charge. 60mm thick Cement Concrete paver block of M-35 grade with approved colour, design & pattern. |
| 113 | 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 thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of the Engineer-in-Charge : |
| 114 | With material conforming to Grade-I (size range 75 mm to 0.075 mm) having CBR Value-30 |
| 115 | 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 (thickness of joints except at sharp curve shall not to more than 5mm), including making drainage opening wherever required complete etc. as per directions of the Engineer-in-Charge. [Notes: (1) Length of finished kerb edging shall be measured for payment. (2) Precast C.C. kerb stones shall be approved by the Engineer-in-Charge.] |
| 116 | Supplying and fixing Road Hump of minimum size 350 mm width x 50 mm thick made of Carbon Black mixed Rubber with Additive of LDPE for reinforcement & UV resistant colouring agent of black & yellow colour with 4 reflective glass beads, of weight not less than 16 Kg/metre, and capacity to withstand minimum 35 tonne weight (moving vehicle load) including cleaning the road surface of all dirt, scales, oil, grease and foreign material etc. and fixing the hump on the Road top as per manufactures specifications with necessary fasteners complete in all respects inclusive of cost of all labour, materials, fasteners, tools, tackles etc. as per specification and direction of the Engineer-in-Charge. |
| 117 | Providing and fixing white vitreous china pedestal type water closet (European type) (Ref. Make: HINDWARE, Model: Cat No.-20058 or equivalent approved) with seat and lid, 10 litre low level white vitreous china dual flushing cistern (Ref. Make: HINDWARE, Model: Cat No.-21028 or equivalent approved) & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 118 | W.C. pan with ISI marked white solid plastic seat and lid |
| 119 | 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 clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 120 | One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 121 | Range of two urinal basins with 5 litre white P.V.C. automatic flushing cistern |
| 122 | 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, including painting of fittings and brackets, cutting and making good the walls wherever require : White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 123 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete : Flexible Pipe : 32 mm diameter |
| 124 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 125 | Providing and fixing toilet paper holder : C.P. Brass (Ref. Make: JAQUAR, Model: Cat. No.-1151 or approved equivalent). |
| 126 | Re-painting sand cast iron/ centrifugally cast iron (spun) iron, soil, waste, vent pipes and fittings with one coat of synthetic enamel paint of any colour such as chocolate, grey or buff, etc. : 75 mm diameter pipe |
| 127 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. : 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. |
| 128 | Providing and fixing the following washroom fittings, complete in all respects; inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. : C.P. brass double coat hook (Ref. Make: JAQUAR, Model: Cat. No. 1161 or approved equivalent). |
| 129 | Providing and fixing 8 mm dia C.P./ S.S. Jet with flexible tube up to 1 metre long with S.S. triangular plate to Eureopean type W.C. of quality and make as approved by the Engineer-in-Charge. |
| 130 | Providing and fixing C.P. Brass 32 mm size Bottle Trap of approved quality & make and as per directions of the Engineer-in-Charge. |
| 131 | Providing and fixing 100 mm sand cast Iron grating for gully trap. |
| 132 | Providing and fixing soil, waste and vent pipes : |
| 133 | 100 mm diameter : |
| 134 | Centrifugally cast (spun) iron socket & spigot (S&S) pipe as per IS:3989 |
| 135 | Providing and fixing plain bend of required degree : |
| 136 | 100 mm diameter : |
| 137 | Sand Cast Iron S&S as per IS:3989 |
| 138 | Providing and fixing double equal plain junction of required degree : |
| 139 | 100x100x100x100 mm : |
| 140 | Sand Cast Iron S&S as per IS:3989 |
| 141 | Providing and fixing single equal plain junction of required degree : |
| 142 | 100x100x100x100 mm : |
| 143 | Sand Cast Iron S&S as per IS:3989 |
| 144 | Providing and fixing collar : |
| 145 | 100 mm : |
| 146 | Sand Cast Iron S&S as per IS:3989 |
| 147 | Providing and fixing shielded coupling for Hubless centrifugally cast iron pipe : |
| 148 | 100 mm diameter : |
| 149 | SS-304 grade coupling with EPDM rubber |
| 150 | Providing and fixing M.S. stays and clamps for sand cast iron/ centrifugally cast (spun) iron pipes of diameter : |
| 151 | 100 mm |
| 152 | Painting sand cast iron/ centrifugally cast (spun) iron soil, waste vent pipes and fittings with two coats of synthetic enamel paint of any colour such as chocolate grey, or buff etc. over a coat of primer (of approved quality) for new work : |
| 153 | 100 mm diameter pipe |
| 154 | C.P.V.C. PIPES: 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. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-In-Charge. 15 mm nominal outer dia pipes |
| 155 | C.P.V.C. PIPES: 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. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of the Engineer-In-Charge. 20 mm nominal outer dia pipes |
| 156 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of the Engineer-In-Charge. 15 mm nominal outer dia pipes |
| 157 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of the Engineer-In-Charge. 20 mm nominal outer dia pipes |
| 158 | External Work: Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per directions of the Engineer-in-Charge : |
| 159 | 20 mm nominal dia pipes |
| 160 | 40 mm nominal dia pipes |
| 161 | EXTERNAL WORK Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of the Engineer-In-Charge. 100 mm nominal outer dia pipes |
| 162 | BRASS FITTING Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 25 mm nominal bore |
| 163 | BRASS FITTING Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : 32 mm nominal bore |
| 164 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Circular Tank |
| 165 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank (Ref. Make: SINTEX or approved equivalent), IS:12701 marked, with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank. Rectangular Tank |
| 166 | Providing and fixing C.P. brass long nose bib cock of approved quality conforming to IS standards and weighing not less than 810 gms. 15 mm nominal bore |
| 167 | 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 specifications and directions of the Engineer-in-Charge. : Bib Cock (Ref. Make: JAQUAR, Model: Cat. No. 0021 or approved equivelent) |
| 168 | Providing and fixing 15mm diameter C.P. brass angle valve as per following with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange, etc. including cutting & making good the walls wherever required, etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. 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 equivalent), male end with C.P. copper connecting pipe 375mm long or as required including nuts, washers, C.P. brass flange etc. including cutting & making good the walls wherever required complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 170 | Providing & fixing Angle Valve(Ref. Make: JAQUAR, Model: Cat. No. 563 or approved equivalent) and Health Faucet with flexible tube 8mm diameter x 1.5 m long (Ref. Make: JAQUAR, Model: Cat. No. 549 or approved equivalent). |
| 171 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 172 | 50 mm nominal bore |
| 173 | Providing and fixing ball valve (brass) of approved quality, high or low pressure, with plastic floats complete : |
| 174 | 20 mm nominal bore |
| 175 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS-8931 : |
| 176 | 15 mm nominal bore |
| 177 | Providing, laying and jointing glazed stoneware pipes Class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 150 mm diameter |
| 178 | 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) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : 100x100 mm size P-type : With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 179 | Providing and laying non-pressure NP-2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : 300 mm dia. R.C.C. pipe |
| 180 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks 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. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand (Zone-III) : 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 : Inside dimensions 455x610 mm and 45 cm deep for single pipeline : With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 181 | 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 diameter, 1.8 m long complete as per standard design. : With common burnt clay F.P.S. (Non-modular) bricks of class designation 7.5 |
| 182 | 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 coarse aggregate) top slab, C.I. cover all as per standard drawing, 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. For 10 Users |
| 183 | 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. |
| 184 | Providing and fixing self cleaning S.C.I. heavy quality Floor/ Nahani trap with 100mm diameter inlet and 100mm diameter outlet, 125mm C.P. brass grating (heavy type) with or without vent arm including cost of cutting and making good the walls and floors, jointing with lead caulked joints, connecting with waste water pipe etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per drawings, specifications and directions of the Engineer-in-Charge. |
| 185 | Providing and fixing 32mm diameter (Nominal Bore) brass ball valve of approved quality complete with high pressure copper floats, complete in all respects inclusive of cost of all materials, labour, tools, tackles, etc. complete as per specifications and directions of the Engineer-in-Charge. |
| 186 | Construction of second class brick masonary open surface drain (Size: 200mm wide & 200mm average depth) in cement mortar 1:4 laid over a bed of 150mm thick cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) including making haunches and providing 15mm thick cement plaster in CM 1:4 (1 cement : 4 coarse sand) with a floating coat of neat cement inside and its top and exposed surfaces, including excavatioin, disposal of the surplus earth up to any lead and lift as per standard design and drawing, complete in all respects inclusive of cost of all labour, materials, carriages, excavation and refilling, curing etc., as per specifications of the Engineer-in-Charge. |
| 187 | Constructing Brick Masonary catch pit in cement mortar 1:4 (1 cement : 4 coarse sand) including necessary excavation, 200mm thick foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40mm size) and inside and top plastering (15mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement making necessary connections to drains inclusive ofall labour, material, equipment, etc., all complete as per drawing and directions of the Engineer-in-Charge. 600mm x 600mm x depth up to 750mm inner dimensions |
| 188 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads [Notes: (1) Length of pile for payment shall be measured up to bottom of pile cap. (2) Truck Mounted rotary/ TMR/ Tubewell boring machine shall not be used] : 450 mm diameter piles |
| 189 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] : Single pile up to 50 tonne Safe Capacity : Initial Test (Test Load 2.5 times the Safe Capacity) |
| 190 | Vertical load testing of piles in accordance with IS:2911 (Part-IV) including installation of loading platform by Kentledge/ Anchor piles method and preparation of pile head or construction of test cap and dismantling of test cap after test etc. complete as per specification & the direction of the Engineer-In-Charge. [Notes : (1) Initial and Routine Load Test shall not be carried out by Dynamic method of testing. (2) Testing agency shall submitt the design of loading platform for the approval of the Engineer-In-Charge.] : Single pile up to 50 tonne Safe Capacity : Routine Test (Test Load 1.5 times the Safe Capacity) |
| 191 | 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 required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 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 drawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) : For fixed portion : Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 192 | 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 required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/ neoprene 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 drawings and the directions of the Engineer-In-Charge. (Glazing, paneling and dash fasteners to be paid for separately) : For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber/ neoprene gasket required. (Fittings shall be paid for separately) : Powder coated aluminium (Minimum thickness of powder coating 50 micron) |
| 193 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber/ neoprene gasket etc. complete as per the architectural drawings and the directions of Engineer-In-Charge. (Cost of aluminium snap beading shall be paid in basic item) : With float glass panes of 5.50 mm thickness |
| 194 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture conforming to IS:6315, having brand logo embossed 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 pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-In-Charge. : With stainless steel cover plate minimum 1.25 mm thickness |
| 195 | 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 direction of the Engineer-In-Charge. Powder coated (Minimum thickness 50 micron) aluminium tubular handle bar |
| 196 | Providing and fixing aluminium casement windows fastener of required length for aluminium windows with necessary screws etc. complete. Powder coated (Minimum thickness 50 micron) Aluminium |
| 197 | Providing and fixing aluminium round shape handle of outer diameter 100 mm with SS screws etc. complete as per direction of the Engineer-In-Charge. Powder coated (Minimum thickness 50 micron) Aluminium |
| 198 | Providing and fixing, on fixed glazing/ doors/ window panes, sun control film "HP NATURAL 35 SAFETY COMBINATION FILM-4Mil" of M/s. GARWARE or approved equivalent make and shade, all complete as per manufacturer"s specification and as per instructions of the Engineer-in-Charge. |
| 199 | Providing and fixing stainless steel (SS 304 Grade) adjustable friction windows stays of approved quality with necessary stainless steel screws etc. to the side hung windows as per directions of the Engineer-in-Charge complete : |
| 200 | 205 X 19 mm |
| 201 | Providing and fixing brass 100mm mortice latch and lock with 6 levers without pair of handles (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. |
| 202 | Filling the gap in between Aluminium/ Stone/ Wood frame and adjacent RCC/ Brick/ Stone/ Wood/ Ceramic/ Gypsum work by providing weather/ structural non-sag elastomeric PU sealant over backer rod of approved quality as per architectural drawings and directions of the Engineer-in-Charge complete, complying to ASTM C920, DIN 18540-F & ISO 11600 : |
| 203 | Up to 5 mm depth and 5 mm width |
| 204 | Supplying and using water proofing compound like CICO, PUDDLE or any other approved brand with Cement Plaster/ CC/ RCC complete in all respects inclusive of cost of all labour, materials, tools, tackles etc. as per drawings, specifications and direction of the Site Engineer. |
| 205 | Grading roof for water proofing treatment with : |
| 206 | Cement mortar 1:3 (1 cement : 3 coarse sand) |
| 207 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipment, tools, plants & machineries required for the job, all complete as per direction of the Engineer-In-Charge, up to 90 metre depth below ground level. All types of soil : 300 mm diameter |
| 208 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipment, tools, plants & machineries required for the job, all complete as per direction of the Engineer-In-Charge, up to 90 metre depth below ground level. Rocky strata including boulders : 300 mm diameter |
| 209 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & up to 150 metre depth below ground level. All types of soil : 300 mm diameter |
| 210 | Boring/ drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS:2800 (Part-I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & up to 150 metre depth below ground level. Rocky strata including boulders : 300 mm diameter |
| 211 | Supplying, assembling, lowering and fixing in vertical position in bore well, Un-plasticized PVC medium well casing (CM) pipe of required dia, conforming to IS:12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of the Engineer-In-Charge. 150 mm nominal size diameter |
| 212 | Supplying, assembling, lowering and fixing in vertical position in bore well Un-plasticized P.V.C. medium well screen (RMS) pipes with ribs, conforming to IS:12818, including hire & labour charges, fittings & accessories etc. all complete, for all depths, as per direction of the Engineer-In-Charge. 150 mm nominal size diameter |
| 213 | Supplying, filling, spreading & leveling stone boulders of size range 5 cm to 20 cm, in recharge pit, in the required thickness, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. |
| 214 | Supplying, filling, spreading & leveling gravels of size range 5 mm to 10 mm, in the recharge pit, over the existing layer of boulders, in required thickness, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. |
| 215 | Supplying, filling, spreading & leveling coarse sand of size range 1.5 mm to 2 mm in recharge pit, in required thickness over gravel layer, for all leads & lifts, all complete as per direction of the Engineer-In-Charge. |
| 216 | Gravel packing in tubewell construction in accordance with IS:4097, including providing gravel fine/ medium/ coarse, in required grading & sizes as per actual requirement, all complete as per direction of the Engineer-In-Charge. |
| 217 | Providing and fixing factory made precast RCC perforated drain covers, having concrete of strength not less than M-25, of size 1000x450x50 mm, reinforced with 8 mm dia four nos longitudinal & 9 nos. cross sectional T.M.T. hoop bars, including providing 50 mm dia perforations @ 100 to 125 mm c/c, including providing edge binding with M.S. flats of size 50 mm x 1.6 mm complete, all as per direction of the Engineer-In-Charge. |
| 218 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed/ plain ended casing pipes of required dia, conforming to IS:4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of the Engineer-In-Charge. 150 mm nominal size dia having minimum wall thickness 5.00 mm |
| 219 | Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 plain slotted (having slot of size 1.6/ 3.2 mm) mild steel threaded and socketed/ plain bevel ended pipe (type A) of required dia, conforming to IS:8110, of reputed and approved make, having wall thickness not less than 5.40 mm, including painted with outside surface with two coats of anticorrosive bitumestic paint of approved brand and manufacture, including hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of the Engineer-In-Charge. 150 mm nominal size diameter |
| 220 | Providing and fixing suitable size threaded mild steel cap or spot welded plate to the top of bore well housing/ casing pipe, removable as per requirement, all complete for borewell of : 150 mm diameter |
| 221 | Providing and fixing M.S. clamp of required dia to the top of casing/ housing pipe of tubewell as per IS:2800 (Part-I), including necessary bolts & nuts of required size complete. : 150 mm clamp |
| 222 | Providing and fixing Bail plug/ Bottom plug of required diameter to the bottom of pipe assembly of tubewell as per IS:2800 (Part-I). : 150 mm diameter |
| 223 | Supplying, providing, installation, testing & commissioning of sub-mersible pump-cum-motor of approved make capable of delivering 300 Litre Per Minute (LPM) to required head with starter, wiring from starter to motor and incoming feeder to starter including pipe with all attachment 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. 7.5 HP |
| 224 | Development of tube well in accordance with IS:2800 (Part-I) and IS:11189, to establish maximum rate of usable water yield without sand content (beyond permissible limit), with required capacity air compressor, running the compressor for required time till well is fully developed, measuring yield of well by "V" notch method or any other approved method, measuring static level & draw down etc. by step draw down method, collecting water samples & getting tested in approved laboratory, including disinfection of tubewell, all complete, including hire & labour charges of air compressor, tools & accessories etc., all as per requirement and directions of the Engineer-in-Charge. [Note: Unit "H" shall mean "PER HOUR"]. |
| 225 | Supply and construction of sand pad foundation consisting of well graded coarse sand spread in layers not exceeding 200 mm in loose thickness over the area, so as to achieve relative density of 90% as indicated in drawing including all materials, labour, equipment (like vibratory roller, vibro-rammer & vibrators, etc.) transportation, tests, lead and lift etc. as per specifications and directions of the Engineer-in-Charge complete up to the satisfaction of Engineer-in-Charge. |
| 226 | Supply and spreading of moorum in slope/ grade over sand fill/ pad, in layers notexceeding 200 mm thickness compacted to minimum 90% of maximum laboratory modified proctor density using using power/ hand roller of capacity 8 to 10 tonne all complete as per specifications and directions of the Engineer-in-Charge. |
| 227 | Supplying and laying of 75 mm thick Anticorrosive bituminous carpet under steel storage tanks (i.e. over compacted moorum) with screened dry coarse sand mixed with bitumen, dressing to the required slopes to form hard mass of specified compacted thickness using rollers/ rammers all complete as per specifications and directions of the Engineer-in-Charge. |
| 228 | Supply and constructing a Crushed Stone Ring Beam below each tank shell, all-round, consisting of crushed stone of size 50 mm down laid in two layers (each layer duly compacted to form a hard core ring), filling of voids/ pockets with medium to coarse sand, capping with a compacted sand layer all complete as per drawing, specifications and directions of the Engineer-in-Charge. |
| 229 | Supply and fixing M.S. fabricated funnel 450x250 mm size 700 mm long with bottom end connection to suit 250 mm diameter C.I. bend, handling, installation in position and jointing including supply of suitable M.S. collar ad jointing materials to provide on lead joint including all labour, material, equipment etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. |
| 230 | Construction of open surface drain complete as per drawing including necessary excavation, refilling, disposal of surplus earth, providing and laying one layer of flat brick and cement concrete 1:3:6 (150 mm thick) at bottom, lining with brick masonry in cement mortar 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) with a floating coat of neat cement, rounding off corners etc. complete as per specification, drawing and directions of the Engineer-in-Charge : |
| 231 | 300 mm x 450 mm trapezoidal section and depth 300 mm circumferential drain. |
| 232 | Supplying & fixing C.I. Gate Valve including constructing necessary brick masonry chamber for valves in CM 1:4 (1 cement : 4 coarse sand) with necessary excavation and back filling, 200 mm thick foundation concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate) inside and top surface plastering (15 mm thick) with cement mortar 1:4 (1 cement : 4 coarse sand) finished with a floating coat of neat cement, top RCC slab 110 mm thick 1:2:4and necessary reinforcement with 560 mm dia CI cover and frame (light duty) etc. complete as per drawing and directions of the Engineer-in-Charge inclusive of cost of all labour material & equipment etc. complete : |
| 233 | 300 mm diameter |
| 234 | Supplying and laying black Low Density Polyethylene (LDPE) sheet, 1000 gauge (250 micrometer) thick, as per IS:2508-1984 in tank pad foundation & tank dyke area paving including anchoring the sheet at the periphery of the tank pad/ dyke, heat-sealing the Joints during laying of the sheet using a 3-sealer iron, checkingfor bonding in totally complete in all respects as per directions of the Engineer-in-Charge inclusive of cost of all labour, material, tools, tackles etc. |
| 235 | Providing and making Construction/ Contraction joint by mechanically cutting 12mm x 25mm deep groove and filling with bituminous sealing compound including cleaning etc. complete as per drawing, specifications and directions of the Engineer-in-Charge. |
| 236 | Providing and fixing 75mm diameter P.V.C. pipe (4 Kg/sq.cm) for Weep Holes in Masonry/ RCC wall including providing 230x230x230 mm size (approx.) filter using pebles of 40mm & down size in every weep hole on retaining side etc. complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 237 | Providing and fixing 100mm wide Vertcal Fabric Blind system of VISTA/ MAC/ TRAC of approved make & shades complete along with standard accessories in required design/ shade as per manufacturer"s recommendations, specification and directions of the Engineer-in-Charge. |
| 238 | Carrying out topographic survey/ mapping survey including Identifying & plotting the existing facilities for a radius of 100m from the each corner of the plot in all types of land involving mapping with advanced equipment (total station) plotting the existing underground and over ground facilities with type, size, height, function of structure in all respects as per drawing, technical specification and the direction of engineer-in-charge and submission of all drawings, reports, maps made in Auto CAD in 4 sets, along with the soft copies in CD/ External Hard disk. (1) Existing facilities including roads, buildings, type of buildings (Commercial/Industrial/Residential/School etc.),vacantland, Trees, Nalla, Canal, Inter-distance between plot edges and surroundingbuilding in terms of G/G+1/G+2 etc., nameof the roads, nearby km stone from the plot are to be covered in the survey. (2) Clearing of bushes/vegetation/cutting and removing tree branches (if required) are under the scope of the contractor (3) Arranging all Manpower, equipment, tools etc. required for the execution of the work are to be arranged by the contractor |
| 239 | Providing barricading of 3.0 m height made of 1mm thick G.S. corrugated sheet with steel angle post (ISA65x65x6) at every 1.5 m interval and steel angle bracings (ISA 50x50x6) at every 3.0m interval, embeding posts in cement concrete (1:2:4) padestals of size 450mm x 450mm x 750mm), providing necessary bolts, nuts, fixing, etc. including painting of steel sheet and angles with two coats of aluminium/ synthetic enamel paint over a coat of red oxide zinc chrome primer, inclusive of cost of all labour, material, tools, tackles, etc. complete in all respects as per drawing, specifications and directions of the Engineer-in-Charge. [Note: This item shall be operated under specific approval of the Engineer-in-Charge]. |
| 240 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, levelling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and levelling as directed, within a lead of 50 m & lift up to 1.5 m complete. (Note: Cost of sludge, manure or extra earth shall be paid for seperately under relevant item). |
| 241 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and direction of the Site Engineer. |
| 242 | Supplying and stacking of good earth at site including royalty and carriage up to any lead complete. [Note: Volume of earth measured in stacks will be reduced by 20% for payment]. |
| 243 | Supplying and stacking sludge at site including royalty and carriage up to any lead complete. [Note: Volume of sludge measured in stacks will be reduced by 8% for payment]. |
| 244 | Supplying and stacking of well decayed cattle manure at site including royalty and carriage up to any lead complete. [Note: Volume of cattle manure measured in stacks will reduced by 8% for payment]. |
| 245 | Mixing earth and sludge or manure in the required proportion specified or directed by the Engineer-In-Charge. |
| 246 | Spreading of sludge, dump manure and/or good earth in required thickness including removal of debris/ un-wanted material, consolidation, dressing, levelling and watering etc. complete as per directions of the Engineer-in-Charge. [Note: Cost of sludge, dump manure and/or good earth shall be paid separately under relevant item of SOR]. |
| 247 | Trenching in ordinary soil up to a depth of 60 cm including removal and stacking of serviceable materials and then disposing of surplus soil, by spreading and neatly levelling within a lead of 50 m and making up the trenched area to proper levels by filling with earth or earth mixed with sludge or/ and manure before and after flooding trench with water. [Note: The rate is excluding cost of imported earth, sludge or manure]. |
| 248 | Rough dressing the trenched ground including breaking clods. |
| 249 | Flooding the ground with water including making kiaries and dismantling the same. |
| 250 | Uprooting weeds from the trenched area after 10 to 15 days of its flooding with water including disposal of uprooted vegetation. |
| 251 | Fine dressing of the ground |
| 252 | Preparation of beds for hedging and shrubbery by excavating 60 cm deep and trenching the excavated base to a further depth of 30 cm, refilling the excavated earth after breaking clods and mixing with sludge or manure in the ratio of 8:1 (8 parts of stacked volume of earth after reduction by 20% : one part of stacked volume of sludge or manure after reduction by 8%), flooding with water, filling with earth if necessary, watering and finally fine dressing, leveling etc. including stacking and disposal of materials declared unserviceable and surplus earth by spreading and leveling as directed, within a lead of 50 m, lift up to 1.5 m complete. [Note: Cost of sludge, manure or extra earth shall be paid for separately under relevant item of SOR]. |
| 253 | Digging holes in ordinary soil and refilling the same with the excavated earth mixed with manure or sludge in the ratio of 2:1 by volume (2 parts of stacked volume of earth after reduction by 20% : 1 part of stacked volume of manure after reduction by 8%) flooding with water, dressing including removal of rubbish and surplus earth, if any, with all leads and lifts. [Note: Cost of manure, sludge or extra good earth if needed shall be paid separately under relevant item of SOR]. |
| 254 | Holes 1.2 m diameter and 1.2 m deep |
| 255 | Holes 60 cm diameter and 60 cm deep |
| 256 | Providing and laying Neelgiri/ Mexican grass turf with earth 50mm to 60mm thickness of existing ground prepared with proper level and ramming with tools wooden (Dhurmos) and than rolling the surface with light roller make the surface smoothen and light waterning with sprinkler and maintenance for 30 days or more till the grass establish properly, complete as per direction of the Engineer-in-Charge. |
| 257 | Plantation of Trees, Shrubs and Hedges at site including watering and removal of unserviceable materials as per direction of the Engineer-in-Charge (excluding cost of plant & water): |
| 258 | Tree Plant |
| 259 | Shrub Plant |
| 260 | Hedge Plant/ Ground Cover |
| 261 | Supply and planting sapling (not less than 45 cm in height and 60 cm centre to centre) of Casurina, Labrum, Gulmohar, Ashokas, Bottle Palm, Bougenvilla, Hibiscus, Roses or other approved type of variety of plants, watering & maintenance for 30 days minimum complete in all respects inclusive of cost of all materials, labour, tools, tackles etc. as per specifications and directions of the Engineer-in-Charge. |
| 262 | ELECTRICAL |
| 263 | SUPPLY, INSTALLATION, TESTING & COMMISSIONING |
| 264 | EARTH ELECTRODES |
| 265 | LED Ceiling Point: Supply and fixing of surface mounted LED ceiling light fitting type Mainstream spot Aura 15W of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc in |
| 266 | Supply, Installation, testing & commissioningof Conventional /Maintenance freeEarthing with GI earth pipe, 3.0 mtr long, 100 mm dia including accessories and providing masonary enclosure withcover platehavinglockingarrangement etc, (with charcoal and salt ) as required as per IS 3043.. |
| 267 | Supply, Installation & Laying, testing & commissioningof 50mm X 6 mm G.I strip complete with all accessories. |
| 268 | Supply, Installation & Laying, testing & commissioningof 25mm X 3 mm G.I strip complete with all accessories. |
| 269 | Supply, Installation & Laying, testing & commissioningof 25mm X 3 mm Cu strip complete with all accessories. |
| 270 | Supply, Installation & Laying, testing & commissioningof GI wire / rope 10 mm diameter |
| 271 | Supply, Installation & Laying, testing & commissioningof GI wire / rope 35 sq. mm |
| 272 | OUTDOORLIGHT FITTINGS : |
| 273 | Supply, installation, testing, commissioning of lighting fixtures complete with mounting bracket, flame proof, control gear box as per the type of fixture, lamps etc. including pipe inserts for cables and connecting work, with all material and labour as per specifications, drawings and instruction of Engineer-in-charge. Work to be completed in all respects |
| 274 | Street lighting, integral flame proof well glass fixture (CMIFR approved for Zone-1/2 gas group IIA & IIB) with 110 W LED luminaire with flame proof control gear of Baliga make or equivalent reputed make (Subjected to prior approval from EngineerIncharge(EIC)). |
| 275 | Street lighting pole 7 mtr high GI octagonal pole (Type BOP-6030 of Bajaj make or equivalent) complete with bracket, GI clamps for fixing flame proof control gear box, cable from JB to fixture, flame proof gland, civil works and its materials including all labours and complete materials, as per standard drawing & specification |
| 276 | FLP & WP JUNCTION BOX 8WAY WITH 20 NOS TERMINALS Supply, erection, installation, testing andcommissioning of flameproof & weather proof junction box for providing cable termination of motor, including connection and termination of earthing wire and conduits etc., including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries complete as per drawings, specifications and direction of the Site Engineer, including the cost of all labour, tools, consumable materials etc., complete in all respect. |
| 277 | Sitemisc. Materials |
| 278 | Supply, Installation of Caution Board |
| 279 | Supply, Installationof Shock treatment chart |
| 280 | Supply, Installation & Layin of Rubber mats(2 or 2.5mmthick X 0.9 or 1Mtr w , 1.1 KV) as per IS15652/IEC61111 |
| 281 | Supply of Pairs of Rubber hand gloves IS Mark 1.1 KV |
| 282 | Supply, Installation of Fiirst aid box with Snake serum |
| 283 | Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 284 | Supply, Installation, testing & commissioningof 230 V,Electrical Siren for Fire alarm, complete with siren control panel having TEST, DANGER and ALL CLEAR Push Buttons |
| 285 | Supply, Installation, testing & commissioningof Hand operatedSiren for Fire alarm |
| 286 | CABLE |
| 287 | Supply, Installation & Laying, testing & commissioning with including cable glands, lugs and termination for aluminium conductor XLPE insulated armoured served sheated FRLS cables 1100 V grade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S clamp etc. of suitable size or as directed by engineer incharge, complete in all respect, the armouring with fire retararted cable shall be properly connected with the earth conductor by clamps etc. |
| 288 | 3C X 2.5 Sq.mm (CU) multi Stand Power |
| 289 | 4C X 4.0 Sq.mm (CU) multi Stand Power Cable |
| 290 | 3C X 6.0 Sq.mm (CU) multi Stand Power Cable |
| 291 | 2.0C X 10 Sq.mm(AL) |
| 292 | 4C X 16 Sq.mm(AL) Out door Lightings |
| 293 | 3.5 C X 25 Sq.mm(AL)Panel Inter connection |
| 294 | Cable Laying Layingofall typeof cables LT (PVC / XLPE / Armoured/Unarmoured/Power/ Control/ Signalling) in trenches, in cable racks, in trays, in protective pipes, poles,columns, in conduits, in panels and on structures etc.;including the supply and installation of all required materialssuch as fixingclamps ,screws, cable straps,tags etc.as required (other than the supplyof the conduits, cables, pipes, cable racks, trays,poles,structures and panels) completeinall respect, including cost of alllabour, tools, consumable materials etc. and cutting the cables in required lengths asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 295 | Power & Controlcables LT : OD upto 20 mm |
| 296 | Power & Control cables LT : OD above 20 mm and upto 40 mm |
| 297 | DISTRIBUTION PANELS, DISTRIBUTION BOARD & APFC Panel with Capacitor banks |
| 298 | Supply, Installation, testing & commissioning ofElectrical / Control Panels suitable for 415 Volt,3phase,3wire 50Hz AC supply system fabricated in compartmentlized from CRCA sheet steel not less than 2mm thick duly treated with 7 tanks process, powder coated with approved shade and oven dried . The complete panel will have a short circuit with stand capacity of 35 KA for 1 Second, IP 42 rating. It will have a suitable MS base channel powder coated. The panel will be fabricated in transportable sections. The panel shall have a common copper earth bar of size 25mm x 5mm at the rear with 2 Nos. earth studs. The LT panel will have suitable arrangement for bus-ducting/ cable termination into various incoming/outgoing switchgear as required. Cable termination will be at suitable terminal block at top/bottom of the panel and from the terminal block to switch, connection will be made with solid insulated strip/PVC insulated copper conductor cable of required current rating as required as per SLD. |
| 299 | Supply of MEDB as mentioned above & SLD |
| 300 | Supply , installation, testing and commissioning of TPN lighting / AC Distribution board ofapproved make as per appendix -1, with rating and feeders as per specification. The DB shall be of IP-42 protection class and shall conform to IS 8623. The board shall be fitted with an acrylic door Type IV DIstribution Board : Double Door Translucent Euro DB of Havells or approved make as per appendix -1, having 100 A TPN Copper Bus bar, 1x63 A TPN MCB , 1x63 A RCCB (100 mA Sensitivity), 4nos 32A TP MCB +3x32 A DP MCB + 4x16 A DP MCB + 4x16A SP MCB as per specification as required as per SLD. |
| 301 | Supply of UPS & UPS Panel |
| 302 | 5 KVA in (1+1) parallel redundant equal load sharing configuration excluding battery as per the tender specifications |
| 303 | Sealed maintenance free 2V VRLA battery in dual string for 4 hrs backup considering aging, temperature & capacity factors complete with all interconnecting cables, glands, battery cables, battery stands, AC distribution boxes, connectors & lugs etc as per the tender specifications for 5 KVAUPS. |
| 304 | Solar System forEmergency powert supply operation (Capacity 6 KWp) as per specifications |
| 305 | Supply, Installation, testing & commissioning of Battery Charger 415V, 50 HZ, 10KW appx .have 1 X 100 % (Optional Item) |
| 306 | SUPPLY, INSTALLATION, TESTING & COMMISSIONING |
| 307 | ElectricalBuildingInternal lighting Wiring |
| 308 | Wiring with PVC insulated 2.5 sqmm copper conductor wire for lighting fixtures points & fan points (1 fan point controlled by 1 modular switch) including all the meterials, metel boxes, providing space for electronic regulator in switch box , providing and fixing fan hook in the ceiling as per specifications and drawings. |
| 309 | 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 forsmall power & exhaust/ wall bracket fan including all the meterials, metel boxes, providing and fixing of 5 pin 6 A modular socket and 10 A modular switch near the door or as as per specifications and drawings. The circuit wiring shall be with 4 sq. mm PVC copper wire from switchboard to 1st exhaust fan for multiple exhaust fans in one circuit. |
| 310 | 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 all the materials, metel boxes, earthing, the third pin with 2.5 sq. mm copper conductor earthing insulated continuity wire, complete with providing and fixing of 6 pin 16/6A modular socket and 20/10 A modular switch (1 plug point per circuit) as per specifications and drawings |
| 311 | WP Endura LED: Supply and fixing of surface mounted weather proof Endura LED WT 550 light fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation |
| 312 | 1 X 36/40 Watts, Bajaj Flexitron VIVA or equivalent : Supply and fixing of surface mounted Bajaj Flexitron VIVAlight fitting of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation |
| 313 | LED Ceiling Point: Supply and fixing of surface mounted LED ceiling light fitting type Mainstream spot Aura 15W of PHILLIPS or equivalent approved make complete with all accessories such as LED module, driver, optics, thermal sink, connector blocks etc including installation |
| 314 | 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 and plug, 20A MCB (Motor duty) housed in a 16 gauge M.S. Box |
| 315 | Supply, Installation, testing & commissioningofCeiling Fan of 1200mm sweep complete erected in position with all accessories. |
| 316 | 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 |
| 317 | Exhaust fan Supply, installation, testing of single phase 230 V, industrial type heavy duty exhaust fan of GEC/Usha/Crompton Greaves or of approved make as per appendix -1 fitted/ provided with louvres, supports etc. including making the required opening on walls, fixing and connecting the wires etc. including earthing the body of the fan, making good the opening on the wall etc. complete as per specifications, drawings and direction of Site Engineer including the cost of all labour, tools, materials etc. complete. |
| 318 | 12" Sweep |
| 319 | Flame proof, weather proof, single phase, 12" exhaust fan, IP65, LM6 type EF1001 of FCG or equivalent alongwith supporting frame, bolts, louvers, flame proof motor, including supply & installation of double compression cable glands & flame proof plugs for sealing all spare entries, complete in all respects |
| 320 | PVC Conduit pipes Supply, installation, fixing in position, PVC conduit pipes, of ISI marked , in concrete, brick work etc. during or after construction by making grooves in the wall, ceiling etc. cutting threads and jointing the pipes with PVC couplers, providing necessary tees, bends, junction boxes etc. with 12 SWG GI wire inside conduit without joint for concealed wiring, including making good the concrete, brick work, surfaces etc. complete as per drawings and direction of Site Engineer / Engineer-in-charge including cost of all labour, materials etc. |
| 321 | 19 mm |
| 322 | 25 mm |
| 323 | 32 mm |
| 324 | Supply, Installation, testing & commissioningof lightning conductor finial made of 25 mm dia 300 mm long GI tube having single prong at top with 85 mm dia 3 mm thick GI base plate including holes etc. complete as required. |
| 325 | Supply, Installation, testing & commissioningof GI strip of 25 x 3 mm thick on parapet or surface of wall for lightning conductor complete with joints and other accessories as required.(for horizental run). |
| 326 | Supply, Installation, testing & commissioningof GI Tape of 25 x 3 mm thick on parapet or surface of wall for lightning conductor complete with joints and other accessories as required.(for vertical run). |
| 327 | Supply, Installation, testing & commissioningof Steel Structure Anagle, Chanels, Sq. bar, round Bar. Scope including Cutting, fabrication, painting & installation at site works |
| 328 | Supply, InstallationChequred plate 8 mm thick, Scope including Cutting, fabrication, painting & installation at site works |
| 329 | Supply, erection & installation of cable conduits made up of GI pipes of medium class "B" subject to owner"s approval in trenches (already made), on walls, concrete structure etc., including supply and installation of all the necessary pipe fittings such as bends, sockets, elbows, tees etc., bending, threading, binding, clamping, providings, spacers, plugs, packings, bushings etc., as requiredJob complete in all respects including the cost of all labour, tools, material etc.and as per specifications and directions of site engineer / Engineer-in-Charge. |
| 330 | 50 mm |
| 331 | 100 mm |
| 332 | DG Set in acoustic enclosure mounted on a common base frame,complete with PLC based AMF panel,1 number fuel tank of 990 Ltrsalong with piping interconnecting fuel tank & engine with isolation valves, batteries, battery charger & leads, AVM Pads, Residential Silencer, Motor driven separate lube oil priming pump, First fill of lube oil, Acoustic enclosure, complete for exhaust system including cladding & support structure, as per the specification, spares (2 years maintenance spares as mentioned in annexure-II and any other spares not covered in annexure-II but required as per the manufacturer recommendations) as per the specifications, all interconnecting power & controls cable along with the termination material (lugs & glands) etc., complete in all respect as per the specification. |
| 333 | 25 KVA without AMF Panel |
| 334 | Above LT DG set required PLC based AMF panel etc for 25 KVA Ratings |
| 335 | 16 Ways Earthing Plate Cu |
| 336 | INSTRUMENTATION |
| 337 | Fire Alarm Control Panel (FACP) - Control Building Design, detailed engineering, supply, configuration, testing, installation, erection and commissioning of FACP along with SCADA compatibility, third party vendor packages such as Gas detection system. FACP shall be installed in suitable cabinet inside control building. Supply, Laying of cable inside building between detectors, MCP, hooter and FACPincluding glanding, termination, ferruling, dressing etc. at both ends. Supply & installation of cable trays (if necessary), supply of erection materials, cable ferrules, cable lugs, cable tie etc. for successful commissioning of FACP. Following items are included in the Fire Alarm Control Panel (FACP):- |
| 338 | 2 loop, Addressable, Intelligent Fire Detection and Alarm Panel for automatic fire detection & annunciation of alarms for various types of detectorsinstalled like multi sensor, heat detectors, response indicators, loop isolators, manual call points, hooters etc installed in plant area and various buildings as per tender specifications |
| 339 | Addressable Multisensor Detectors,along with all mounting & otheraccessories for installation as per the tender specifications. |
| 340 | Addressable Manual Call Point (for Safe area) along with all mounting & other accessories as per the tender specifications. |
| 341 | Addressable Hooters (for Safe area) along with allmounting & other accessories as per the tender specifications. |
| 342 | Response Indicators used in below false ceiling and cable trench, along with all mounting & other accessories as per tender specifications. |
| 343 | Manual Call Point (Explosion Proof & Weather Proof) for hazardous area along with all mounting & other accessories as per tender specifications. |
| 344 | Beacons (Explosion Proof & Weather Proof) for hazardous areas along with all mounting & other accessories as per the tender specifications. |
| 345 | Cables, Cables Trays and Junction boxes Supply, laying, installation, erection of signals cable from field instruments to junction boxes, control room including termination, ferruling, dressing etc. Supply of cable trays, cables glands, junction boxes, erection materials, cable ferrules, cable lugs, cable tie. Installation and erection of cable trays and junction boxes. |
| 346 | Supply of Cables |
| 347 | SIZE: 2P X1.5 SQMM |
| 348 | SIZE: 12C X1.5 SQMM |
| 349 | CABLE LAYING: Layingofarmoured / unarmoured cables (control / signalling/ Triad/ LT cable etc.) and installation / pulling of telephone cables of all type in trenches, in cable racks, in trays, in protective pipes, poles, columns, in conduits, in panels, in buildings, walls, ceilings, and on structures etc.; including the supply and installation of all required materialssuch as fixingclamps, screws, cable straps,tags etc.as required (other than the supplyof the conduits, cables, pipes, cable racks, trays,poles,structures and panels) completeinall respect,as per specifications,drawings and directions of the Site Engineer, including cost of alllabour, tools, consumable materials etc. and cutting the cables in required lengths. Following items are included in Cable Laying: |
| 350 | Cables having outer diameter upto 20mm |
| 351 | Supply, installation & fixing of prefabricated perforated GI cable trays of width 150 mm, 300 mm, 450 mm & 600 mm as per site requirement for laying of cables with standard rung spacings. Load for support span of 2.5 meter as 30, 60, 75 & 90 (in Kg/Mtr) respectively with concentric static load as 70 Kg at the centre, with materials, labour, tools and tackles, consumables etc , asper drawings, specification and directionsofSite Engineer / Engineer-in-Charge |
| 352 | Portable Gas Detector (LEL, Methane) with controller, audio-visual alarm and suitable (intrisically safe) for hazardous area classified as classification Class I, Div. I Group C&D as per API-RP-500 as per tender specification |
| 353 | CCTV System Design, detailed engineering, supply, configuration, testing, installation, erection and commissioning of CCTV system. Folllowing items are included in the CCTV System:- |
| 354 | 1/3" Day-Night Colour True IP Network Fixed Camera , focal length 4 to 8 mm or better, with IP 66 weatherproof housing, in-built lightning & surge protection, suitable mount, camera mounted interfacing junction box as applicable complete with cables, connectors, required interfaces etc. as per tender specifications including necessary erection hardware, poles, brackets etc. with flexible / rigid conduit and all other accessories as required. |
| 355 | Network Video Recorder/Failover NVR hardwareas per specifications. The NVR Server shall be rack mount suitable for installation in Server Cabinet. |
| 356 | Client Workstationalong with licensed Operating System Software, Keyboard with Joystickalong with required cables, connectors, interfaces complete as per specifications. |
| 357 | CAT 6 cable and cabling from field cameras to CCTV control system. Cable for outdoor/buried use shall be armoured as per specifications. |
| 358 | Supply, erection and installation of cable conduits made up of GI pipes of medium Class B subject to owner’s approval in trenches already made, on walls, concrete structure etc. including supply and installation of all necessary pipe fittings such as bends, sockets, elbows, tees, etc. bending, threading, binding etc. as required for laying of cables, in roads, nalas, station pipe crossings and cable rising up to the equipments ( where it is not mentioned in drawings as contractor supplied) as per specifications, drawings, and direction of Site Engineer/ Engineer-in-charge including cost of all labors, tools & tackles, materials etc. complete in all respects for GI pipe with 25 mmnominal diameter |
| 359 | Day-Night Colour IP PTZ Dome Camera, with 15X to 20X Optical Zoom, minimum 10X Digital Zoom along with IP 66 weatherproof housing with IR Illuminator, industrial grade power supply, camera interfacing junction box as applicable, lightning & surge protection and suitable mount , complete with cables, connectors, required interfaces etc. as per tender specifications |
| 360 | IP base 1/4" CCD Day-Night Colour PTZ Explosionproof Camerafor surveillance of Pump Shed/ Field piping area, with motorized Zoom lens (focal length 4 to 80 mm or better), 15X- 20X Optical Zoom, minimum 10X Digital Zoom, Explosion-proof & IP66 weatherproof Camera enclosure of camerawith industrial grade power supply,receiver driver unit, lightning & surge protection, suitable mountcomplete with cables, connectors,camera mounted interfacing junction box as applicable, explosionproof connecting conduits, glands and other accessories as per OEM recommendation. as per specifications . Field mounted junction box for termination of cable from telecom rack shall be as per separate SOR line item. |
| 361 | Supply of 5 to 6meterpolefor mounting of CCTV as per technical specification of the tender. |
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