Tender For Provision Of Trg Shed At Rrc Fatehgarh; 1 Design, fabrication and erecting, Pre-engineered building (PEB) structure for Provision ofTraining Shed of size as shown of drawing with minimum 3.6m clear height i.efrom top of FFL to bottom of truss etc and 0.45 mm base metal thickness, pre-painted camouflage pattern 0.5 mm corrugated galvalume aluminium zinc coating (AZ-150 GSM) aluminium Zinc alloy coated withpainted having tensile strength of 550 Mpa as in roofing fixed with self-tapping screws and supply & fix for prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.60mm thick (AZ not less than 150) ofcolour as directed having tensile strength of 550Mpa as in ridge/vally gutter roof covering/cladding to wall, fixed with self tapping screw, (factory made valley gutter shape and size directed by Engineer-in-charge) include for the supply of bolts, gutter bolts, screws, washers, pipe nails, distance pieces, plugs, holder-bats (for pipes) and all jointing materials and also for all necessary cutting of gutters and pipes, drilling for bolts and jointing and fixing in position, down take pipe, downspout pipes and metal clamps,with brick work complete as shown on drawing and Tender all as specified with following design parameters all as specified and vetted design and drawing by any IIT/NIT and approved by Chief Engineer Lucknow Zone with permanent specification complete all as specified: -(i) Frame type Pre-Engineered Building (ii) Anti-corrosion treatment and painting as per IS -1477 Part 1 & 2.(iii) PCC work (1:4:8) type D-2 using 40 mm graded stone aggregate incl form work upto plinth level.(iv) RCC work M-30 in footing with plinth beam as per approved design and as per IS:9103.(v) All necessary civil work for setting of the super structure layout, excavation, back filling, RCC foundation/ foundation work, Plinth beam andRCC four number sitting platform as shown on drg incl 16mm to 18mm thick pre-polished Udaipur green marble shall be provided on tread and riser over and including 20 mm thick screed bed in CM (1:3) incl bullnose finish.(vi) Kotastone flooring , Plinth protection incl saucer drain, brick step, Plaster, SS railing, Water storage tank incl CP Bib Tab/ Pillar Tab, Wash basin & complete civil work as specified.Note : (i) Design parameters of PEB structure shall be as per PS clause No.24 to 30 ofTender.(ii) Following items mentioned under srl no 1.01 to1.09 here-in after shall also be included in lump sum rate quoted against Srl item No 1.00 of BOQ. 2 All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein 3 Purlins and side girt members are galvanized with zinc coating of Z 275 gm/sqm shall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3 4 Permanently colour coated (camouflage patteren) high tensile steel sheet havingminimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M 5 Kota stone flooring shall be 18 mm to 20 mm thick machine cut and and polished at site after fixing (Mirror polish/granite polish). Size of Kota stone slabs used in floors shall be not less than 500 mm x 500mm. Kota stone slab shall be laid over 20mm thick screed in CM (1:3) over 100mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate over rammed earth. Jointing shall be with grey cement mixed with pigment to match the shade of Kota stone slab. The floor shall achieve mirror finish surface. 6 75 mm thick PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as inplinth protection including saucer drain as specified. 7 75 mm thick PCC 1:3:6 type C-1 as inplinth protection surface finishedeven and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be providedand same shall be filled with bitumen mastic (1:3) 8 HDPE double layered ISI marked 1000 Ltr capacity water storage tank with internal water line with C-PVC pipe for urinal point (10 Nos half stall unrinal), Drinking water point ( 5 CP Bib tap) and wash basin with pillar tap (05 Nos) including all nacessary fitting like waste pipe and waste water drain out pipe. 9 PAINTING SCHEME FOR STRUCTURAL STEEL WORK:(a) Soap paint :- One coat of inorganic zinc silicate primer-75 microns(b) Soap paint :- One coat of polyurethane paint -30 microns(c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work) 10 Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface 11 Design, fabrication and erecting, Pre-engineered building (PEB) structure for Provision of Training Shed Trapezoidal type as shown on drawing with minimum 4.05m clear height i.efrom top of FFL to bottom of truss etc and 0.45 mm base metal thickness, pre-painted camouflage pattern 0.5 mm corrugated galvalume aluminium zinc coating (AZ-150 GSM) aluminium Zinc alloy coated with painted having tensile strength of 550 Mpa as in roofing fixed with self-tapping screws and supply & fix for prepainted galvalume aluminium zinc coating GI based plain steel sheet 0.60mm thick (AZ not less than 150) ofcolour as directed having tensile strength of 550Mpa as in ridge/vally gutter roof covering/cladding to wall, fixed with self tapping screw, (factory made valley gutter shape and size directed by Engineer-in-charge) include for the supply of bolts, gutter bolts, screws, washers, pipe nails, distance pieces, plugs, holder-bats (for pipes) and all jointing materials and also for all necessary cutting of gutters and pipes, drilling for bolts and jointing and fixing in position, down take pipe, downspout pipes and metal clampswith brick work as shown on drawingcompletedall as specified with following design parameters all as specified and vetted design and drawing by any IIT/NIT and approved by Chief Engineer Lucknow Zone with permanent specification complete: -(i) Frame type Pre-Engineered Building (ii) Anti-corrosion treatment and painting as per IS -1477 Part 1 & 2.(iii) PCC work (1:4:8) type D-2 using 40 mm graded stone aggregate incl form work upto plinth level.(iv) RCC work M-30 in footing with plinth beam as per approved design and as per IS:9103.(v) All necessary civil work for setting of the super structure layout, excavation, back filling, RCC foundation/ foundation work, Plinth beam, RCC sitting platform as shown on architectural drg incl 16mm to 18mm thick pre-polished Udaipur green marble shall be provided on tread and riser over 20 mm thick screed bed in CM (1:3) incl bullnose finish.(vi) Kotastone flooring , Plinth protection incl saucer drain, brick step, Plaster, SS railing complete civil work as specified.Note : (i) Design parameters of PEB structure shall be as per PS clause No.24 to 30 ofTender.(ii) Following items mentioned under srl no 2.01 to2.09 here-in after shall also be included in lump sum rate quoted against Srl item No 2.00 of BOQ. 12 All primary structural components should be confirmed to IS: 2062 E-350 BR, Having a minimum tensile strength of 490 MPs and pass physical & Chemical tests stipulates therein 13 Purlins and side girt members are galvanized with zinc coating of Z 275 gm/sqm shall be made from cold Formed Sections, Confirming to IS : 811, having a minimum tensile strength of 345 MPs. The sheets used for cold forming sections shall confirm to IS : 1079, 2009 quality HR3 14 Permanently colour coated (camouflage patteren) high tensile steel sheet havingminimum base metal thickness of 0.45mm (i.e excluding Aluminium -Zinc/galvanizing & colour coating thickness) & minimum Yield strength of 550 Mpa, coated with 55% Al-Zn alloy @ 150 g/Sqm as per ASTM A792M; Color coated with total minimum thickness of 40 microns (nominal) comprising of Silicon, Modified polyester (SMP with silicon content of 30% minimum) paint or super Polyester paint of minimum 20 microns (nominal) Dry Film Thickness (DFT) on exposed side over 5 microns (nominal) primer coat and 10 microns (nominal) approved colour Epoxy paint on other side over 5 microns (nominal) primer coat as per ASTM A755M 15 Kota stone flooring shall be 18 mm to 20 mm thick machine cut and and polished at site after fixing (Mirror polish/granite polish). Size of Kota stone slabs used in floors shall be not less than 500 mm x 500mm. Kota stone slab shall be laid over 20mm thick screed in CM (1:3) over 100mm thick PCC (1:4:8) type D-2 using 40mm graded stone aggregate over rammed earth. Jointing shall be with grey cement mixed with pigment to match the shade of Kota stone slab. The floor shall achieve mirror finish surface. 16 75 mm thick PCC 1:3:6 type C-1 using 20 mm graded stone aggregate as inplinth protection including saucer drain as specified. 17 75 mm thick PCC 1:3:6 type C-1 as inplinth protection surface finishedeven and smooth without using extra cement of width as directed and shall be laid to slope of 1:30 in alternative bays not exceeding 3 meter in length. Joints of 6 mm wide and 10 mm deep shall be providedand same shall be filled with bitumen mastic (1:3) 18 PAINTING SCHEME FOR STRUCTURAL STEEL WORK:(a) Soap paint :- One coat of inorganic zinc silicate primer-75 microns(b) Soap paint :- One coat of polyurethane paint -30 microns(c) Site paint :- One coat of polyurethane paint- 30 microns (after erection & fixing work) 19 Applying two coats of synthetic enamel paint over a coat of zinc chrome red oxide primer on other than structural steel surface 20 Site Clearance in soft/loose soil complete all as specified and directed. 21 Demolition of cement concrete (un-rainforeced)in ground floorand pavings n.exc 15 cm thickness(below or above ground level) etc complete all as specified and directed. 22 Surface excavationaveraging 30 cm deep and getting outin Soft/loose Soil complete all as specified and directed. 23 Rolling and consolidating formation surfaces in cutting with power roller exc 8 ton but n exc 12 ton complete all as specified and direcetd. 24 M&L for soling (or sub base) 150mm thick (spread thickness)with granite trap or basalt broken boulders or quarried stones, interstices filled, surface and rolled and consolidated to required gradient and camber complete all as specified and direcetd. 25 M&L for WBM 150mm thick (compacted thickness) in two layers of 75mm each with course aggr of grading-II (63 to 40mm size) for first layer and grading 3 (50 to 20 mm size) for second layer, spread, leveled and rolled and consolidated to required gradient and camber using grainite, trap or, basalt stone complete all as specified and directed. 26 M&L for preparing unsurfaced WBM surface by wire brushing with wire brushed for removing caked mud etc sweeping with brooms and finally fanning the cleaned surface with gunny bags to remove all loose dust etc complete all as specified and directed. 27 M&L for applying evenly a priming /tack coat with bituminous primer @ 10Kg/10Sqmusing paving bitumen VG 10 complete all as specified and directed. 28 M& L for reinforeced concrete hume pipe 600 mm bore(internal dia of pipes) of class NP-2 laid in trenches and jointed complete with collars in cement mortar (1:1) complete all as specified and directed. 29 M & L for Cement concrete 1:4:8 type D-2 (using 40mm graded stone aggregate) as in foundations, filling and mass concrete complete all as specified and directed. 30 M&L for premix bituminious macadam (Design mix) with 75 mm thick consolidated thickness with 4% binder contentusing paving bitumen of VG-30 grade by weight of total mix laid / rolled and compacted to required camber and gradient complete all as specifiied and directed.Note : (a) Premix bituminious macadam shall be obtained from hot mix plant and spreading shall be done with mechanical paver and asphaltic dense concrete work shall be done within 4 hours after completion of rolling and consolidation of bituminious macadam. (b) Contractor shall quote his rate on the basis of binder as mentioned in above item.If there is any variation in the actual binder content used,the rate shall be adjusted @ Rs. 45/- per Kg of the binder used.However no price adjustment shall be made if the binder content workout to more as specified above. 31 M&L for 40mm (consolidated thickness) Bituminous premix asphaltic semi dense with 5.5% binder(of paving bitumen VG-30) content by weight of total mix, rolled and compacted to required camber and gradient complete content by weight of total mix rolled and compacted using 8 to 10 tonne capacity power road roller to achieve the required compaction camber and gradient complete all as specified and directed. Note : (a) Premix concrete shall be mixed in hot mix plant,transported from plant to work site and laid / spread by means of mechanical paver. bituminious macadam shall be obtained from hot mix plant and spreading shall be done with mechanical pave. (b) Contractor shall quote his rate on the basis of binder as mentioned in above item.If there is any variation in the actual binder content used,the rate shall be adjusted @ Rs. 45/- per Kg of the binder used.However no price adjustment shall be made if the binder content workout to more as specified above. 32 Providing and laying at or near ground levelfactory made kerb stone of M-25 grade cement concrete in position to the required line, leveland curvature, jointed with cement mortar1:3 (1 cement: 3 coarse sand), includingmaking joints with or without grooves(thickness of joints except at sharp curveshall not to more than 5 mm), includingmaking drainage opening wherever required complete all as specified and directed. 33 M&L for moorum/red bajri filling in floors or pavings, laid in layers n exc. 15 cm thick, spread, levelled and rammed including watering complete all as specified and directed . 34 Removing excavated material (soil) to a distance exceeding 50m and not exceeding 100m& depositing where directed at a level n.exc 1.5 m above the starting point complete all as specified and directed . 35 Supply and fixing cat eye solar reflective type of metal body alloy of size 100mm x 100mm x 20mm with PAMA striplens reflector of model No. DA 972.0 fixed with and incl MS stud of suitable size as per manufactures instructions complete all as specified and directed . 36 M & L for preparing bituminous surfaces of road and marking 2.5mm thick centre lines, stop lines, dashes, arrows etc. and the like n. exc 10cm wide on roads pavements with hot applied thermo plastic road marking paint of approved colour confirming to BS 3262-1989 with special applicator machine all as per manufacturers instruction complete all as specified and directed 37 M&L for 75mm thick Cement concrete1:4:8 type D-2 (40 mm graded stone aggregate) for sub base of flooring complete all as specified and directed 38 Providing and laying 60mm thick factory made chamfered edge cement concrete paver block of M-35 grade with approved colour, design & pattern as in footpath,parks, lawns, drive ways 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 and including 50mm thick compacted bed of coarse 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 fine sand and cutting of paver block as per required size and pattern, finishing and sweeping extra sand; complete.etc complete all as specified and directed. 39 Excavating in trenches not exc 1.5m wide and not exceeding 1.50 m in depth, for foundations, wells cesspit, manholes, drain, lay- ing of pipes & cable etc and getting out in soft/loose complete all as specified and directed. 40 Returning, filling in including spreading, leveving, watering and well ramming in layers n exc 25cm in soft/loose soil complete all as specified and directed. 41 Removing excavated material (soils) to a distance n.exc 50m and depositing where directed at a level not exc 1.50m above the starting point complete all as speci- fied and directed 42 Cutting existing CI/GI pipe line 40 mm dia for insertion of tee of size 40 x 40 x 40 mm for branch connection including excavation and earth work complete all as specified and directed. 43 Cutting existing CI/GI pipe line 80 mm dia for insertion of tee of size 100 x 100 x 40 mm for branch connection including excavation and earth work complete all as specified and directed. 44 M&L for steel water tubing 40 mm bore with screwed & socket joints, medium grade, galvanized (includ- ing short lengths) with and including all necessary fittings, such as sockets, bends, elbows, unions, tees, diminishing pieces etc. laid in trenches complete as per IS-1239 part-II all as specified and directed. 45 M&L for steel water tubing 25 mm bore with screwed & socket joints, medium grade, galvanized (includ- ing short lengths) with and includ- ing all necessary fittings, such as sockets, bends, elbows, unions, tees, diminishing pieces etc. laid in trenches complete as per IS-1239 part-II all as specified and directed. 46 S&F gun metal gate glove or gate valves, with Iron wheel head, screwed both ends for iron pipe ISI marked of 25mm bore GI pipe complete all as specified and directed. 47 M&L for steel water tubing 40 mm bore with screwed & socket joints, light grade, galvanized (includ- ing short lengths) with and including all necessary fittings, such as sockets, bends, elbows, unions, tees, diminishing pieces etc. laid across road, in trenches or across PCC drain, along electric pole complete as per IS-1239 part-II all as specified and directed. 48 Supply & laying sand cushioning to under ground cable in layers of 23 cm thick (8 cm before laying the cable and 15 cm thick after laying the cable, punned thickness shall be measured) in trenches complete all as specified and directed.Note: - Only punned thickness shall be measured and paid. 49 Supply and Laying cable XLPE Insulated screened PVC bedded, galvanized steel strip armoured service cable pole to building electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 25 Sqmm 3.5 Core including dismantaling complete all as specified and directed. 50 Supply and Laying cable XLPE Insulated screened PVC bedded, galvanized steel strip armoured service cable pole to building electric power cables (heavy duty) 1100 Volts grade with stranded aluminium conductor of size 10 Sqmm 4 Core complete all as specified and directed. 51 M&L for thermoplastic cable junction boxes IP-66 with matric knockoutsfor calbe entry, weather proof for outdoor installation and including glands and with 4 terminals for terminating one incoming and outgoing UG cable of size 10/6 Sqmm 2 core and fixed to the PSC/Steel poles by means of suitable size of clamps withnut and bolts with suitable busbarincludingall accessories.complete all as specified and directed. 52 Supply and fixing LED street light fitting 35 Watt 230 V AC out-door type with high pressure die cast aluminum hosing and heat resistant complete with driver, lamp bracket with impact and corrosion resistant including thermal management in multiple optics complete with IP 65/66 protection,fixed to pole or wall of building with and including suitableBracket made out of40 mm dia GIlightgrade pipe, 1.20 m long bent to shape by cutting & weldingas required & directed and fixed withtwo Nos of FI clamps 50x6 mm to be tightened with suitable size of bolts, nut and washers and including painted withtwo coat of aluminium paint over a coat of red oxide primer, and including connecting the fittingto electric sourcewith & including twin twisted copper flexible wire of size 1.5 sqmm three core with suitable size flexible PVC conduitincluding all accessories and fixing arrangements for fixing the light fitting complete all as specified and directed. 53 Supply and erecting Steel tubular swaged pole complete with cast iron base plate, finial taper plug, bolts, nuts & screws as specified type 410 SP-31 of 9 mtr long, all as specified and shown on drawings including the followings:-(a) Excavation in post holes in any types of soil, returning filling, well ramming and disposal of surplus soil to a distance not exceeding 50 mtr from the starting points. (b) PCC (1:3:6) type C-2 using 40 mm graded stone aggregate as in foundation including form work complete. (c) PCC (1:2:4) type B-1 using 20 mm graded stone aggregate as in coping including form work complete. (d) PCC (1:4:8) type D-2 using 40 mm graded stone aggregate as in base.(e)Painting of poles externally with one coat of black bituminous paint (upto planting depth) and above plinth block concrete collar with two coats of aluminium paint over one coat of red oxide primer including preparation of surface including painting of 30 cm wide bands 3 Nos with synthetic enamel paint of appropriate colour in alternate layer upto height of 1.5 m above plinth block.(f) Painting of coping shall be cement base paint complete all as directed.(g) Embeded portion shall be painted with two coat of black bituminous paint complete all as specified and directed.Note:- (i) This item consists of provision of steel pole and work mentioned in para (a) to (g) only. All other connected work, shall be measured and paid separately. 54 Supplying & Laying reinforced pre cast flat ISI marked concrete cable protection cover of class LV Type 1 of flat size 250 mm x 150mm x 40mm , factory made, ISI marked, embossed with LT ELECTRIC on the top surface complete all as specified and directed 55 Materials and labour for earthing complete with galvanized earth plate electrode 600 x 600 x6mm thick burried directly in ground vertically to a depth not less than 2.25m below normal ground level ) with top edge of the plate not less than 1.50m below normal ground level , connected to and including galvanized steel strip 25x4 mm as earth lead soldered and rivetedto earth plate by means of nuts, bolts, check nuts & washers, of galvanizediron or steelwith connected to test point and testing on completion including 40 mm pipemedium grade for earth leadprotection from earth point to earth plate, including provnadequate quantity of charcoal dust mixed with35 % common salt to a packed thickness of not less than 15 cm in alternate layers of charcoal and salt on all sides of earth platewith 20mm bore GI Pipe medium grade for watering,GI check nut, funnel and wire meshwith and includingall necessary excavation& earth work in soft/loose soil, returning filling in, removal of surplus soil to a distance 50 metre,,PCC 1:3:6 type C-1 as in earth pit, 40 mm thick RCC cover using cement concrete 1:2:4 type B-1 reinforced with & including 8 mm dia mild steel TMT bar @ 100 mm c/c Both way with suitable handle for lifting arrangement & including form work complete all as specified and shown in electrical plate No 3 of MES SSR Part I 2009 and as directed. NOTES:- (i) On testing, after completion of Job, if desired earth resistance is not obtained, the earthing shall be re-done at without any extra cost by contractor. 56 Construction of Soakage wells excavation, in any type of soil, foundation in PCC 1:3:6, walls of honey combed masonry with top ring of M25 concrete including intercepting chamber and screen chamber made of Brick masonary in CM, RCC cover slab in M25/ SFRC cover, interconnecting pipes of RCC/DWC complete filled with brick bats of size 1.8 m dia x 3.00 m effective depth complete all as specified and directed. 57 M & L PCC 1:3:6 Type C-2 (using 40 mm graded agg) as in surface channel and drain bad complete all as specified and directed. 58 M & L precast reinforced cement concreteM-25 grade as in cover slabof thickness 130 mm including reinforement as per manufacture instruction completeall as specified and directed. 59 M & L precast reinforced cement concrete M-25 grade as in U shape drain ofsize 450mm width and av depth 600mm as per site conditionand wallthickness 80 mmincluding reinforement as per manufacture instructioncompleteall as specified and directed. 60 Excavating post holes in soft/Loose soils (or similar holes ) nexc 0.50 Cum each and getting outand returning filling with boulder and mixed with earthin layers exceeding 25 cm thick complete all as specified and directed 61 S&F posts and struts in fencing including cutting tops to shape as directed, drilling holes, notching for wire, etc flat iron fillets (for securing wire mesh etc) including all necessary drilling bolting or riveting etc; half round or other stock section, drilled and countersunk for balusters running bars, for doors, balusters, nosing to steps including embeding in concrete and screwing etc. wind ties for roof including securing bolts and similar work conforming to Fe-290 Gde E-165 complete all as specified and directed 62 Supply and fixing mild steel in flat,round or square bars in available legth complete all as specified and directed 63 M & L for cement concrete1:4:8 type D2 (40mm gradedaggregates) in foundation filling and mass concrete complete all as specified and directed 64 M&L for Reinforced cement concrete 1:2:4 type B-1 (20mm graded aggregate) ,nominal mix in foundations, including rafts, footings, foundation beams; plinth beams; bases for columns, etc.; basement slabs, under-reamed piles and mass concrete complete all as specified and directed 65 S & F for MSTMT bars 10 mm dia and over , cut to length , bent to shape required incl cranking bending spirally for hooping for coloumn hooking ends and binding with and incl mild steel wire annealed not less than 0.9mm dia or securing with clips complete all as specified and directed 66 M&L for surfaces of any description, not exc 10 cm in width or girth when unconnected with other work or painted in different tint over a filler coat of thin varnish or lacquer or shellac varnish complete all as specified and directed 67 M & L for preparation of steel surfaces of any description over 10 cm in width or girth not otherwise described and applying two coat of synthetic enamel paint over one coat of red oxide complete all as specified and directed 68 S&F for GIbarbed wire 2 strand steel barbed wire 2.24 mm dia barbed with 2 mm barbs at 75 mm spacingand shallconfirming to IS-278-2001 &IS-280-2006 and straining and fixing to any type of standrad rails straining bolts including securing or tying at crosssing with and provision of galvanized mild steel wire, staples or steel pins etc ascomplete all as specified and directed.( Each line wire to be measured) 69 Supply only chain link fencing of mesh size75mm x 75mm of 4mm dia mild steel galvanised wire including line wires, binding wire fixed to any type of standards, rails, straining bolts, etc complete all as specified & directed 70 Fixing only chain link fencing including line wires ,any mesh and any type of standrads rails, straining bolts etc including provisioning of binding wire complete as directed. 71 M&L mild steel screw bolts (Machine made) with hexagonal or square heads at one end and screwed the other, or screwed both ends, each screwed end to be fitted with washers and one hexagonal or square nut, exceeding 5 Cm long but not exceeding11 to 15mm dia of neck complete all as specified and directed. 72 M&L PCC (1:3:6) type C2 (40mm gradedaggregates)in foundation forfilling and mass-concrete complete all as specified and directed 73 M&L framed work as in doors or gates of angle or other section with gusset plates, rails,braces, etc., complete, drilled for fixing of steel sheeting or other covering. Doors, etc. to be prepared for hanging or sliding with and including either hooks and hinges or steel hanging door fittings (exclusive of steel sheeting or other covering, running rails and guides) and hanging; also fastening and fixing complete conforming to Fe 410 -W (Gde- E- 250) quality- A complete all as specified and directed. 74 M & L for brickwork with subclass ‘B’ bricks, straight or curved on plan exc 6m mean radius built in CM 1:6 etc all as specified and directed. 75 M & L for brickwork with subclass ‘B’ bricks, straight or curved on plan to any radius in half brick thick wall built in CM 1:4 etc all as specified and directed. 76 S & F for pre-painted camouflage pattern galvalume aluminium zinc coating GI based plane steel sheet 0.50 mm thick(AZ not less than 150) of an colour having tensile strength of 550Mpa as in ridge/vally gutter, roof covering/cladding to wall, fixed with self tapping screws as specified and directed. 77 M&L for non- skid mat finished coloured ceramic tiles 7 to 8 mm thick (square/ rectangular) area of each tile exceeding 0.11 sqm but not exceeding 0.18 sqm, in floors etc. set and jointed in neat cement slurry and pointed in white or coloured cement to match complete over and including15 mm thick screed bed in CM 1:6 for laying floor finishes complete all as specified and directed. 78 M&L for Glazed ceramic coloured tiles in vertical surface 450x 300x 7 mm thick (pattern/digital tile)set and jointed in neat cement slurry and pointed in white or colour cement to match over & including rendering 10mm thick CM 1:4 on fair faces of brick work or concrete surfaces complete all as specified and directed. 79 S&F 110 mmbore PVC(SWR) pipes single socketed, in any length with rubber ring joints fixed to wall or laid in trenches or in floors including all necessary fittings complete all as specified and directed. 80 M & L for flat rough finished surfaces formwork to sides of concrete foundations, footings, bases of columns, raft and raft beams, sides and soffits (if any) of foundation and plinth beams; and similar work; vertical or to batteretc complete all as specified and directed. 81 M & L for flat rough finished surfaces form work as in sides of columns etc complete all as specified and directed. 82 M & L for preparation of new plastered surfaces of walls and applying two coats of cement base paint over one coat ofalkali resistant priming paint complete all as specified and as directed. 83 M&L for 15mm thick plaster in CM 1:4 on fair faces of brick surfaces even and smooth without using extra cement complete all as specified and directed 84 M&L for surface mounted point wiring completeforOne LED light/Building Security Light/Industrial Wall Mounting Fan/ controlled by one switch with PVC insulated and unsheathed FRLSH cable 1.5 Sqmm(nominal area) ISI marked, 1100 V grade multi-stranded copper conductor single core including ISI marked not less than 20 mm dia PVC rigid conduit medium grade fixed on surface/truss including pressed MS/GI sunken boxes not less than 1.6 mm thick of required size and with top cover 3 mm thick of plastic laminated sheets of required colour complete, including 1.5 Sqmm PVC, FRLSH cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.Note :- Conduit shall be fixed on surface/ truss with necessary saddles where concelling of conduit is not fessible without any extra cost 85 Ditto all as item No.67 above but for 5 pin 6 Amp socket outlet on independent board complete 86 M&L for concealed/surface mounted point wiring completefor16 Amp Switch controlledwith PVC insulated and unsheathed FRLSH cable 2.5 Sqmm(nominal area) ISI marked, 1100 V grade multi-stranded copper conductor single core including ISI marked not less than 20 mm dia PVC rigid conduit medium grade fixed concealed in wall /truss/surface including pressed MS/GI sunken boxes not less than 1.6 mm thick of required size and with top cover 3 mm thick of plastic laminated sheets of required colour complete, including 2.5 Sqmm PVC, FRLSH cable insulated unsheathed copper earth wire to the common earth and connecting to earth dolly, including colour coding of cable shall be Phase-red, Neutral-black and Earth- green with all accessories complete all as specified and directed.Note :- Conduit shall be fixed on surface/ truss with necessary saddles where concelling of conduit is not fessible without any extra cost 87 Supply and fixing switch piano flush type single pole one way 6 Amp complete all as specified and directed. 88 Supply and fixing switch piano flush type single pole one way 16 Amp complete all as specified and directed. 89 Supply and fixing socket outlet 3 pin 6 Amppiano flush type complete all as specified and directed. 90 Supply and fixing socket outlet 3 pin 16 Amppiano flush type complete all as specified and directed. 91 S & F forCeiling rose PVC polycarbonate isolated body 62.5 X 25mm with three terminal as per relevant IS complete as specified and directed. 92 S&F 20W LED batten surface / wall mounted with specially designed powder coated aluminum housing, high optically efficient polycarbonate diffuser, in built electronic driver duly wired upto terminal block & fixing arrangments for fixing the light fitting complete all as specified and directed. 93 S&F 35W LED building security lightfitting with Aliminium pressure die cast housing high purity PC fensel diffuser with silicon gasket for IP-66 protection, in built electronic driver duly wired upto terminal block & fixing arrangments for fixing the light fitting complete all as specified and directed. 94 S & F MCB DB vertical type 4-way VTPN sheet metal enclosure 415V with 200 Amp fully insulated starndard copper Busbar for each phase & sourrounded with neutral Bars & two common neutral bar, two earth bar incl cable ties for cable management suitable for housing MCCB/TPN 415 V as incommer IP-54 protection with metal doors all enclosed on strandard steel sheet flush mounted type double door factory fabricated complete without MCB & MCCB but with enclosure blank plate complete all as specified & directed. 95 Supply and fixingMCB DB single pole with neutral sheet metal enclosure double door type, 240Volts AC, with 200 amp rated bus bar of suitable size plate and common neutral link all enclosed in standard steel sheet flush mounting type factory fabricated ,powder coated complete with out MCBand with enclosure blank plates for unused way suitable for 12 - way ISI marked all as specified and directed . 96 Supply and fixingMCB DB single pole with neutral sheet metal enclosure double door type, 240Volts AC, with 200 amp rated bus bar of suitable size plate and common neutral link all enclosed in standard steel sheet flush mounting type factory fabricated ,powder coated complete with out MCBand with enclosure blank plates for unused way suitable for 08 - way ISI marked all as specified and directed . 97 S&F MCB SPN 32 Amps B series,10 KA 240 Volts ,AC ISI marked all as specified and directed . 98 S & F MCB SP 6 to 32 Amp rating 240V, 10 KA C curve & curent carrying capacity in the MCB DB complete with connection testing and commissioningcomplete all as specified & directed 99 S&F MCCB 415 Volts AC, with 100 amp rated bus bar of suitable size plate and common neutral link all enclosed in standard steel sheet flush mounting type factory fabricated ,powder coated complete with out MCCBand with enclosure blank plates for unused way suitable for 4 way complete all as specified & directed. 100 S & F BLDC type Air circulator wall mounting fan 750 mm Sweep, single phase 230V AC, 1440 RPM, air delivery CMM, power consumption 250 watt, with string, 3 speed choice colour mate, 5 star rating & ISI marked alongwith complete accessories and connecting up the fan to ceiling rose incl PVC insulated 3 core 23/0.0076 copper cable & suitable size of flexible cord with plug top from ceiling rose to w/m fan motor not less than 0.5 m long for connection complete all as specified. Note:- Necessary Fan mounting arragnement on pillar /wall is deemed to include quoted rate. 101 M&L for submain wiring with two single core 4 sqmm copper conductor FRLSH, PVC insulated, multistranded, unsheathed cable ISI marked drawn in PVC conduit not less than 25 mm dia medium grade ISI marked concealed in wallsurface / ceiling for sub main connection including 6 sqmm PVC insulated multistranded unsheathed copper conductor used as earth wire to cdommon earth and connection to earth dolly complete all as specified.Note:- Two single core 6 sqmm copper conductor for phase / neutral, one run PVC conduit and one run of 6 sqmm earth wire shall be considered & measured as one unit. 102 M & L Earthing complete with galvanised steel earth plate electrode 60cmx60cmx6 mm thick buried directly in ground.(earth pit not less than 2.25 mtr deep below normal ground level) with top edge of plate not less than 1.5 mtr. belowground level connecting to galvanised earth lead wire 4.0 mm diaas earth lead upto 7.5 meters long connected by means of bolts, check nuts and washers of GI and earth wire protected by provision of GI pipe medium grade, 15 mm bore including provn of concrete pit in PCC (1:2:4) type B-1 using 20mm graded crushed stone aggregates with 40mm thick cover of RCC (1:2:4) reinforced with XPM (weight not less than 4Kg/Sqm) and frame of angle iron 40 x 40 x 3mm fixingwith 6mm dia MS bar handle made to shape, GI light grade 20mm bore pipe for watering perforated at bottom 1.75 mtr long placed on top edge plate, common salt and charcoal filling, with fixing arrangement, funnel, wire mesh and earth work in hard / dense soil, returning filling in and removal of surplus soil to a distance not exeeding 50 mtr, all as per electrical plate No 3 of SSR 2009 Part-I and connection all as specified complete all as directed. Note: The cost of excavation and earth work, PCC pit and pit covers, funnel and watering pipe, wire mesh, charcoal dust and common salt,20/ 40mm dia, medium grade, GI pipe as protection to GI wire 4.0 mm as main earthing lead from earth electrode to main TPN MCCBs DB/MCB DB/ test point length not less than 7.5mtrs) shall be deemed included in the unit rate for earthing and testing complete all as specified and directed .
