Tender For Construction Of Circle Office Building At 220 Kv Gss Phalodi - Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: Hard rock (blasting prohibited) useful material 30%. 2 (B-48/1.26.2) Add extra for foundation / trenches / drains for every additional lift of 1.5 mtr. or part thereof in: ordinary or hard rock. 3 (G-37/5.1) Carriage of material: Building Rubbish, Stone metal (grit, ballast etc.). With lead of 5 Km.Deduct: Initial lead of 50m already taken in earthwork item. 4 (B-54/3.1.6) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level. 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size). 5 (B-62/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code). 6 (B-59/4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. 7 (B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc. 8 (B-69/6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 9 (B-69/6.3.4) Add extra for Random Rubble stone masonry with hard stone in walls upto 30 cm & less thickness. 10 (B-48/1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr and with all lift. 11 (B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil. 12 (G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km.Deduct: Initial lead of 50m already taken in earthwork item. 13 (B-50/1.36) Diluting and injection Chloropyrifos Emulsifiable concentrate 20% with 1% concentration for Pre-Constructional Anti termite treatment as per IS 6313 part III as amended from time to time and creating a continuous chemical barrier under and around the column pits, wall trenches, basement excavation, top surface of plinth filling, junction of wall and floor along the external perimeter of building expansion joints, over the top surface of consolidated earth of which approach is to be laid surrounding of pipes and conduits etc. complete as per specification (Plinth floor area only shall be measured for payment and excluding the cost of chemical emulsion). 14 (B-49/1.34) Supplying chemical emulsion in sealed containers including delivery as specified. Chlorpyriphos/Lindane emulsifiable concentrate of 20%. 15 (B-59/4.2) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix. 16 (B-59/4.3) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix. 17 (B-61/4.10) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel props and removal of formwork for upto floor five level for: (B-61/4.10.3) Columns, pillars, posts and struts etc. 18 (B-61/4.10.2) Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 19 (B-69/6.2.6) Random Rubble stone masonry with hard stone in superstructure above plinth level and upto five level above 30cm. thick walls in: Cement Mortar 1:6 (1-Cement:6-Sand). 20 (B-70/6.4) Add extra for facing as per design and detailed specifications including additional cost of stones. (B-70/6.4.2) Course rubble Second sort. 21 (B-70/6.4.1) Course rubble First sort. 22 (B-70/6.4.6) Rock facing using Jodhpur white sand stone with porper projection and chiesel dressing of edges of stone 2 line dressing for building corners,jambs including uniform joints. 23 (B-65/5.2.2) Brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes & sizes in. Cement Mortar 1:6 (1-Cement:6-Sand). 24 (B-66/5.8.3) Half brick masonry in Superstructure, above plinth level upto floor V level using bricks of designation 75. Cement mortar 1:6 (1 cement : 6 coarse sand). 25 (B-139/12.3) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: (B-139/12.3.1) 25 mm thick 26 (B-139/12.3.2) 20 mm thick. 27 (B-139/12.3.3) 12 mm thick. 28 (B-139/12.2.3) Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished: 12 mm thick. 29 (B-139/12.5) 6 mm thick cement plaster to ceiling of mix 1:3 (1cement : 3-fine sand) 30 (B-141/12.19) Making grooves as per design in plaster 10mm to 20mm wide. 31 (B-143/12.31.3) Pointing on stone masonry in cement sand mortar 1:3 (1-Cement:3-Sand): Deep groove pointing. 32 (B-133/11.27) Filling of sunk portion of roof with earthen pots of required height including filling voids with 1:3:6 light concrete, using brick bats complete levelling and dressing the surface by 50mm thick cement concrete 1:2:4 as per specification. 33 (B-55/3.2.4) Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M10 grade Nominal Mix. 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 34 (B-109/10.24) Providing & laying broken glazed tiles on roof (broken glazed tiles not less than 9 Kg/Sqm) on top of hot bitumen @ 1.7 Kg/Sqm (1.40 Kg of VG-40 (30/40) grade and 0.30 Kg/Sqm of VG-10 (80/100) grade) and joints filled with cement mortar 1:2 (1 cement : 2 marble dust) mixed with water proofing compund all complete as per direction of Engineer-in-charge. 35 (B-109/10.22) Providing gola 75x75 mm in cement concrete 1:2:4 (1 cement : 2coarse sand : 4 stone aggregate 10mm and down gauge) includingfinishing with cement mortar 1:3 (1 cement : 3 fine sand) as per standard design. 36 (B-88/7.25.1) P & F 1st quality Heavy Duty Vitrified Double Charged tiles on floor, skirting and steps etc.in different sizes (thickness minimum 10mm) with water absortion less than or equal 0.08% and conforming to IS 15622 of approved make in all colour and shade, laid with 20 mm thick CM 1: 4 including grounting the joints with white cement and matching pigment etc complete. size600 mm X 600mm. 37 (B-86/7.13) Providing and fixing Ist quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 colour such as white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slsurry including nicely finished joints using water proof joint filler power (Untile or Roffe make) and finishing with flush pointing in white cement mixed with pigment to match the shade of tile complete (Including the cost of cement mortar bed). 38 (B-86/7.12) Providing and fixing Ist quality standard White Ivory Glazed Tiles ISI marked [IS:13753] of size 200mm x 300mm in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry finished with flush pointing in white cement mixed with pigment to match the shade of tile complete (excluding the cost of cement plaster). 39 (B-82/6.88.ii) Supply and fixing Jodhpur sand stone machine cut dassa, coping, sill, lintel fixed in cement sand mortar 1:4. 9 cm (3.5) thick. 40 (B-131/11.17.1+B-131/11.17.5) Chequerred precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles includingrubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement : 4 coarse sand). Light shade using shade cement.Add Extra for polished chequered precast cement concrete tiles. 41 (B-83/7.3.3) Providing and fixing stone slabs table rubbed, 15-18 mm thick in Walls, Steps, Pillars, Counters, Jambs, Shelves, Sills etc. laid on 12mm (Av.) thick base of CM 1:3 (1 cement : 3 coarse sand) jointing with white cement mortar 1:2 (1white cement : 2 marble dust) with pigment to match the shade of the marble slab including grinding, rubbing and polishing complete. Keseriaji/ Abu Ambaji (Green Marble). Above 3601 Cm2 Slabs. 42 (B-85/7.6.1) Extra for providing edge moulding to 15-18mm thick marble/ Granite/Kota stone counters, Vanities etc. including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. Marble work. (B-85/7.6.1.i) Full edge moulding. 43 (B-85/7.6.1.ii) Half edge moulding. 44 (B-72/6.17.3) Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges: Kota stone minimum 30mm thick. 45 (B-85/7.8) Extra for providing opening of required size & shape for wash basins/ kitchen sink in kitchen platform, vanity counters and similar location in marble/Granite/stone workincluding necessaryholesfor pillar taps etc. including rubbing and polishing of cut edges etc. complete. 46 (B-112/10.29) Providing & fixing 12 mm thick regular edge Glass Fibre Reinforced Gypsum False ceiling tiles of size 595 x 595 mm in true horizontal level suspended on inter locking metal grid of hot dipped galvanised steel sections ( galvanized @ 170 gsm/sqm.) consisting of main “T” runner with suitably spaced joints to get required length and of size 24x38mm made from 0.30mm thick (minimum) sheet spaced at 1200mm center to center and cross “T” of size 24x25mm made of 0.30mm thick (minimum) sheet, 1200mm long spaced between main “T” at 600mm center to center to form a grid of 1200x600 mm and secondary cross “T” of length 600mm and size 24x25mm made of 0.30 mm thick (minimum) sheet to be interlocked at middle of the 1200x600mm panel to form grids of 600x600mm and wall angle of size 21x21x0.30 mm and laying false ceiling tiles of approved texture in the grid including, wherever, required, cutting/making, opening for services like diffusers, grills, light fittings, fixtures, smoke detectors etc. Main “T” runners to be suspended from ceiling using GI slotted cleats fixed to ceiling with 6 mm dia and 50mm long dash fasteners, 4mm GI adjustable rods with galvanised level clips spaced at 1200mm center to center along main T, bottom exposed width of 24mm of all T-sections shall be pre-painted with polyester paint, all complete at all heights as per specifications drawings and as directed by Engineer-in-Charge. 47 (B-175/16.1.1.1) Providing and fixing aluminum workfor doors ,windows, ventilators and partitions with extruded built up standard tubular / appropriate Z sections and other sections of approved make conforming to IS :733 and IS :1285,fixed with rawl plugs and screws or with fixing clips ,or with expansion hold fasteners including necessary filling up of gap. at junctions , at top ,bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth ,rust free, straight ,mitered and jointed mechanically wherever required including cleat angle Aluminium snap beading for glazing /paneling , C.P. brass/ stainless steel screws Al. Tower bolt & Al. handle & Al. Aldrop etc.,all complete as per architectural drawings and thedirections of Engineer in-charge. Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868. (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer). (B-175/16.1.1.1) For fixed portion. 48 (B-175/16.1.2.1) For shutters builtup standard tubular sections of openable doors ,windows & ventilators including providing & fixing hinges / rollers etc. and making provision for fixing of fittings wherever required (lockes shall be paid for separately). 49 (B-176/16.5.2) Providing and fixing glazing in aluminium door, window ,ventilator shutters and partitions etc. with PVS / 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 basicitem) With float glass panes of 5.0 mm thickness ( weight not less than 13.50 kg/sqm). 50 (B-178/16.15) Providing and fixing sun control film, thickness of film 1mm, visible light transmittance 4-24% & solar energy transmittance 42-51% & total solar energy rejection 37-43% of approved colour and shade, complete in all respect, at all level, as directed by engineer in-charge. 51 (B-188/16.44.1) Providing and fixing expanded grill made of aluminum as per design and drawing having members section of size 7.5mm x 6.0mm and opening of size 50mm x 48mm to aluminum window/vent with required screws, Y and H aluminium section (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. Anodised aluminum (anodised transparent 81 dyed to required shade according to IS : 1868). (Minimum anodic coating of grade AC 15, Anodizing to be got done from approved Anodizer). 52 (B-177/16.11) S&F fixed wire gauge of stainless steel of 14 mesh x 24 gauge to the aluminium window by Aluminium beading 20x3mm with suitable screws not exceeding 150mm distance at all heights with all lead and lift with scafolding. 53 (B-176/16.6.1) Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 marked, for doors including cost of cutting floors as required, embedding in floors and cover plates with brass pivot and single piece M.S. with stainless steel cover plate. 54 (B-177/16.8) Providing and fixing 100mm brass locks (best make of approved quality) for aluminium doors including necessary cutting and making good etc. complete. 55 (B-99/9.6.2) Providing and fixing pressed steel door frames confirming to IS 4351 manufactured from commercial mild steel sheet of 1.25 mm thickness including hinges jamb, lock jamb, bead and if required angle threshold of mild steel angle of section 50x25mm, or base ties of 1.25mm pressed mild steel welded or rigidly fixed together by mechanical means, adjustable lugs with split end tail to each jamb including steel butt hinges 2.5mm thick with mortar guards, lock strike-plate and shock absorbers as specified and applyinga coat of approved steel primer after pre-treatment of the surface including filling with CC 1:2:4(M15 grade) complete as directed by Engineer-in-charge: Profile C. 56 (B-93/8.13.2.1+B-93/8.14) Providing and fixing external grade board solid core single leaf flush door shutters ISI 2202-67 marked using Phenol formal dehyderesinin glue both sides with approved steel fittings complete as per annexure A: 30 mm thick. Commercial Veneer both side. Extra for providing external lipping with 2ndclass teak wood battens 6 mm minimum depth on all edges of shutters (over all area of door shutter to be measured). 57 (B-178/16.16.1) Providing and fixing factory made uPVC Extruded section having an overall dimension as below (tolerance+/-1mm) with wall thickness 2.0mm+/-0.2mm,corners of the door frame to be mitred and welded of plastic ,galvanized brackets and stain less steel screws.The hinge side vertical of the frames reinforced by galvanized M.S.tube of size 19x19mm and 1mm+/-0.1mm wall thickness and 3 nos.stainless steel hinges fixed to the frame complete as per manufacturers specification and direction of Engineer-in-charge. Extruded section profile size 48 x 40 mm. 58 (B-179/16.17) Providing and fixing to existing door frames 24mm thick factory made PVC door shutters made of stiles and rails of a uPVC hollow section of size 59x24 mm and wall thickness 2mm +/- 0.2 mm with inbuilt edging on both sides.The stiles and rails mitred and joined at the corners by means of M.S.galvanized/plastic brackets of size 75x220mm having wall thickness 1.0mm+/- 0.1mm and stainless steel screws. The stiles of the shutter reinforced by inserting galvanized M.S.tube of size 20x20mm and 1mm +/-0.1mm wall thickness. The lock rail made up of ‘H’ section,a uPVC hollow section of size 100x24mm and 2mm +/- 0.2mm wall thickness fixed to the shutter stiles by means ofplastic/ galvanized M.S.’U’ cleats.The shutter framefitted with a uPVC multi-shambered single panel of size not less than 610mm, having overall thickness of 20mm and 1mm +/- 0.1mm wall thickness. The panels fitted vertically and tie bar at two places by inserting horizontally 6mm galvanized M.S.rod and fastened with nuts and washers, complete as per manufacturer’s specification and direction of Engineer-in-charge (For W.C.and bathroom door shutter). 59 (B-98/9.5) Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 60 (B-100/9.17) Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint. 61 (B-104/9.39) Providing and fixing of double leaf steel shutter for cupboard, the frame is made of pressed steelISI section 80x25 mmx1.25 mm thickwith 1.00 mm MS sheet to spot welded including holdfasts of 15x3mm, MS oxidized fittings such as butt hinges, sliding doors bolts, handles, tower bolts and twin peg etc completeincluding applying priming coat of approved steel primer of red oxide zinc chromate andspray painting in approved shade with decopaint of approved quality complete as per direction of Engineer In Charge 62 (B-95/8.26) Providing and fixing IS : 3564 marked Aluminium die cast body tubular type universal hydraulic door closer with necessary accessories and screws etc. complete. 63 (B-95/8.25.2) Providing and fixing curtain rods of 1.25 mm thick chromium plated brass plate, with two chromium plated brass brackets fixed with C.P. brass screws and wooden plugs, etc., wherever necessary complete: 20 mm. 64 (B-99/9.8) Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 65 (B-142/12.22.1) Providing and applying white cement based putty over plastered surface to prepare the surface even and smooth complete. New plastered surface (three or more coats). 66 (B-144/12.37.1) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (two or more coats) over and including scrapping and priming coatwith cement primer. 67 (B-145/12.43.1) Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision. New work. 68 (B-146/12.45.1) Applying priming coat with ready mix pink or grey primer of approved brand and manufacture on wood work hard and soft wood. 69 B -142/12.23 Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete 70 (B-146/12.46.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work. 71 (S-247/3.16) P&F rigid PVC pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. (S-247/3.16.3) 110 mm dia. 72 (S-247/3.16.4) 160 mm dia. 73 (S-247/3.17) P&F rigid PVC pipe fittings (IS: 4985 mark) of approved quality /make including joining the pipe with solvent cement rubber ring and lubricant: 110 mm dia. (S-248/3.17.10.ii) Door Bend (Top Side). 74 (S-247/3.17.1.ii) Coupler (Socket). 75 (S-248/3.17.3.ii) Plain Tee. 76 (S-248/3.17.8.ii) Bend 45. 77 (S-249/3.17.15.ii) Pipe Clip. 78 (S-249/3.17.12.ii) Vent Cowel. 79 (S-257/3.44.2) Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. 110 mm dia. 80 (S-257/3.45) Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipe fittings type `B for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. 110 mm dia. (S-257/3.45.4.ii) Bend 87.5. 81 (S-258/3.45.9.ii) Double Y. 82 (S-257/3.45.1.ii) Coupler. 83 (S-258/3.45.17.ii) Single Tee with Door. 84 (S-259/3.45.20) Offset. 85 (S-258/3.45.12.ii) Pipe Clip. 86 (S-258/3.45.26) Nahni Trap without Jali. 87 (S-247/3.16.5) Providing & laying C.C. 1:3:6 (stone aggregate 20 mm nominal size) all around PVC pipe including 7.5 cm thick bed concerte [width & height = dia of pipe + 15 cm] excluding cost of pipe & excavation of trenches etc. (S-247/3.16.5.1) PVC pipe 110 mm dia. 88 (S-247/3.16.5.2) PVC pipe 160 mm dia. 89 (S-240/2.37.1) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings i/c fixing the pipe with clamps at 1 metre spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge (Internal work Exposed on wall). (S-240/2.37.3) 25 mm nominal size. 90 (S-240/2.37.1) 15 mm nominal size. 91 (S-240/2.38.1) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) 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 Engineer in Charge. (Concealed work including cutting chases and making good the walls etc.). 15 mm nominal size. 92 (S-240/2.39.3) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 25 mm nominal size. 93 (S-233/2.15) P&F Full-way valve (IS:778 Mark) or wheel valve of approved make: (S-19/2.15.1) Gun-metal 15 mm nominal bore 94 (S-19/2.15.3) Gun-metal 25 mm nominal bore 95 (S-236/2.26) P&F PVC Storage Tank ISI Marked (IS : 12701) indicating theBIS license No),of approved make with cover, 25mm dia 1M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc., complete of approved design: 500 litres Capacity. (S-236/2.26.3) 500 litres Capacity. 96 (S-236/2.26.5) 1000 litres Capacity. 97 (S-217/1.2.2) P&F Indian type white glazed vitreous china 1st quality W.C. orissa pan (IS :2556 Mark) with 100 mm vitreous china P or S trap including cutting and making good the wall and floor: Size 580 x 440 mm. 98 (S-217/1.3) P & F European type white glazed vitreous china 1st quality W.C pan (IS : 2556 Mark) with P or S trap including cutting and making good the wall and floor 99 (S-222/1.38.9.2) P&F Kitchen & Lab. Sink of approved make with C.I. brackets duly painted, 40 mm C.P. waste coupling, C.P. Brass chain with rubber plug, 40 mm G.I. waste pipe up-to floor level complete including cutting and making good the wall & floor: 1.0 mm thick stainless steel AISI -304 & IS 13983-1994kitchen sink of approved make as per Engineer-in-charge with large waste coupling. Overall size: 22 x 18 x 7 bowl size: 20 x 16 x 7. 100 (S-221/1.36.3) P&F WVC Wash basin (Ist quality IS:2556 Mark) of approved make with C.I. brackets duly painted 1 No. 15 mm C.P. Pillar cock (IS:8934 Mark) & 32 mm C.P. brass waste coupling of approved make, P.V.C Waste pipe with PVC nut 32 mm complete including cutting & making good the wall: Size 550 mm x 400 mm. 101 (S-218/1.14.2) P&F lst quality WVC Urinal (IS:2556 mark) with 25mm dia G.I. waste pipe, dome waste couplings, concealed iron brackets or screws etc complete. Flat Back (large) or half stall size 610x400x80mm. 102 (S-226/1.66) P&F C.P. brass Urinal Spreader for Large Urinal of heavy duty of approved make as per direction of Enginner-in-Charge. 103 (S-219/1.16) P&F Marble Urinal Partition slab both sides polished of approved design cut from marble size 900 x 600 mm. Makrana II quality marble having light spots. 104 (S-219/1.20.2) P&F Low level Flushing Cistern of 10 litres capacity (IS:2556 mark) of approved make with complete fittings C.I. brackets duly painted, brass ball cock with ball, (IS:1703 mark) complete including cutting and making good the wall : PVC with PVC bend as per IS : 7231. 105 (S-226/1.59) P&F Jet spray for water closet with C.P. Copper Tube flange of approved make. 106 (S-218/1.7.4) P&F water closet Seat Covers with brass hinges complete: Non-breakable of other approved make white. 107 (S-232/2.7) P&F Bib Cock (IS : 8931 Mark), Superior quality of approved make: (S-232/2.7.3) C.P. Brass bib cock 15 mm nominal bore. 108 (S-232/2.7.4) C.P. Brass bib cock, Long Body, 15 mm nominal bore weight not less than 690 gm. 109 (S-232/2.8.4) P&F Stop Cock (IS :8931 Mark), superior quality & of approved make: C.P. Brass 15 mm nominal bore. 110 (S-232/2.11.1) P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete : Brass wt. 300 gm, 15 mm. 111 (S-233/2.13.3) P&F 15 mm Dia Connection Pipe of approved quality/make: PVC pipe with C.P. Brass nuts up to length 450 mm. 112 (S-223/1.44.2) P&F bevelled edge mirror/mirror with teak wood lipping around of special glass of approved make as per direction of Engineer-in-charge complete with 6mm thick commercial ply base fixed to wooden screws & washers. Other sizes. 113 (S-224/1.47.8) P&F Towel Rail or Ring of approved quality/make: C.P. Brass towel ring revolving type. 114 (S-224/1.48.2) P&F Grating of approved quality/make: Stainless steel sheet heavy duty of approved quality/make size. 125 mm dia. 115 (S-254/3.34.3) Construction of Open Surface Drain with 112mm thick brick masonry in CM 1:4, 110mm thick base concrete 1:5:10, 37mm thick M-15 grade C.C. flooring, 12mm 1:4 cement plaster on all exposed faces of walls including top surface excavation & disposal of earth complete as per approved design / drawing: 250 mm drain, 300 mm avg. depth. 116 (S-254/3.36) Extra for additional 5 cm average depth of drain of all sizes. 117 (S-245/3.8.5) Providing, Laying & Jointing R.C.C. class NP-2 Non-Pressure pipes (IS : 458mark) of approved make with collars, jointed with C.M. 1:2 or having Spigot and socket ends with flexible rubber rings joint including testing of joints etc. complete: 300mm dia Internal. 118 (S-251/3.21.1) Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 300 X 300 mm depth upto 0.5 M Cement cover with frame. 119 (S-250/3.19.1) Construction of manhole in all type of soil inner size 90 X 60 Cm, 300 mm thick masonry in CM 1:6, 10 Cm. thick cement concrete 1:5:10 in foundation, 20 mm thick inside plaster in CM 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring, making channels, 80mm thick stone slab covering with 40mm thick M-15 grade C.C. flooring, Cement cover with frame of 450mm dia, earthwork etc. complete as per design including disposal of surplus earth within 50 mtr. lead. Depth up to 0.5 M. 120 (S-253/3.27.1) Construction of septic tank in all types of soil with 40 Cm .thick masonry in CM 1:6, 15 Cm thick C.C bed of 1:5:10, M-15 gradeC.C floor &RCC slab covering with M15 grade c.c. floor,50 mm thick stone slab partition walls, 20 mm thick plaster in CM 1:6 finished with neat floating cement, 4 Nos stone foot rests of approved design ,two No. 450 mm dia each Ferro cementcover with frame, earth work etc. complete as per approved drawing including disposal of surplus earth within a lead of 50 mtr: Size 400 x 140 x 150 cm (for 50 users) with 115 mm thick RCC (M-20) slab with Tor steel reinforcement 8mm ϕ @15 cm c/c bothways including shuttering complete in all respect. 121 (S-252/3.22.1) Construction of soakage well in all type of soil with 300 mm thick dry masonry, top and bottom 300 mm course in CM 1:6, 80mm thick stone slab, jointing of slab in CM 1 : 3, Ralthal, Kharanja, 40 mm thick M-15 grade C.C flooring , earthwork complete as per approved drawing including disposal of earth within a lead of 50 mtr: Size 300 cm dia outside & 300 cm depth. 122 (E-1/1.1) Wiring of light point/ fan point/exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required. (E-1/1.1.1) Short point (up to 3 mtr.) 123 (E-1/1.1.2) Medium point (up to 6 mtr.) 124 (E-1/1.1.3) Long point (up to 10 mtr.) 125 (E-1/1.2.2) Wiring of twin control light point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694) in recessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988) accessories, round tiles, 2 Nos Hot Dipped Galvanized M.S Modular box of 1.2 mm thick with earth terminal,2 Nos10 A two way Modular switch, 3 pin ceiling rose / holder / 3 way connector, Modular face plate with grid plate, screws, making connections, testing etc. as required. Medium point (up to 6 mtr). 126 (E-2/1.3.1) Wiring of 3/5 pin 6 amp. Light plug point with 1.5 sq. mm nominal sizeFR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) inrecessed ISI marked MMS ( IS:9537 P - III ) PVC conduit & its ISI marked (IS:3419-1988)accessories, Hot Dipped GalvanizedModular box of 1.2 mm thick with earth terminal, 10 A modularswitch, 3/5 pin 6 A modular socket, Modular face plate with grid plate, screws, making connections, testing etc. as required. On board. 127 (E-9/4.1) Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. (E-9/4.1.2) 2 x 1.5 sq.mm. 128 (E-9/4.1.7) 2 x 2.5 sq.mm. + 1 x 1.5 sq.mm. 129 (E-9/4.1.14) 2 x 4.0 sq.mm. + 1 x 2.5 sq.mm. 130 (E-9/4.1.19) 2 x 4.0 sq.mm. + 1 x 2.5 sq.mm. 131 (E-9/4.1.21) 1 x 10.0 sq.mm. 132 (E-2/1.4) S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. (E-2/1.4.1) 20 mm. 133 (E-2/1.4.2) 25 mm. 134 (E-33/7.37) Supplying and fixing of power plug point with Modular accessories as per PWD specification for electrical Works, on hot dipped galvanized modular box of 1.2 mm thick with earthing terminal/connector on surface or in recessed with suitable size of modular face place with grid plate and cover plate including cost ofISI marked modular 16 amp. Switch (IS :3854) and 6/16 amp. socket outlet (IS:1293) making connection , testing , etc. as required. 135 (E-107/20.5.1) Supply & fixing of square faceplate for flush / surface mount Information Outlets Single/Dual or Quad Aperture, material should be PC+ABS body, Suitable for RJ45 unshielded/shielded connection modules. Should match with I. O. OEM. Dimensions should be 86mm X 86mm as required complete in all respect. All as per pre approved by Engineer in charge. Single Aperture. 136 (E-87/17.2) Providing & Fixing of energy efficient direct fit (Retrofit) Polycarbonate/ GlasshousingSMD Mid Power LED tube rod(with integral driver & alumn. heat sink ), on existing fixture.system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum35000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousinng. 137 (E-87/17.2.2) 1200 mm, Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing. 138 (E-88/17.4) Providing & Fixing of IP20, 2x2 LED Surface/ Recessedmounting Mid power SMD type LED Light fixture not less than 50mm housing depth made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 4 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection(Integral with light fixture). System lumen efficacy of ≥ 120 lm/Watt ,THD < 10 % , p.f.≥0.95,CRI >80 ,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. (E-88/17.4.2.3) Surface Mounting. Minimum lumen output 4200 lm. 139 (E-88/17.4.1.3) Recessed Mounting. Minimum lumen output 4200 lm. 140 (E-88/17.3.2.4) Providing & Fixing of IP-20 LED Recessed / Surface Mounted, Round / SqaureSMD Mid Power LED Downlight with power coated die-cast aluminum housingwith UV Stabilized non yellowish Diffuser withBIS complience 2.5 KV surge protected Isolated driver, with Short & Open circuit protection, having efficiency > 85% . System Lumen efficacy of ≥ 110 lm / watt, THD < 10 % , Pf.≥0.95, CRI >80,life time of minimum50000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. Surface Mounting (with extruded alumn. Housing ). Minimum lumen output 2400 lm. 141 (E-81/15.7.3) Providing & Fixing ofBEEStar rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceilingfan Conforming to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) with down rod up to 80 cm with secondary support safety cable ( steel rope) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. 1200 mm Sweep BEE 3 Star rated (service value >=5.0 to< 5.5 ). 142 (E-31/7.29.1) Providing & Fixing of modular type 120 W Step Fan regulator duly ISI marked (IS 11037:1984 ) with CM/L no. printedmade out of unbreakable and fire retardant vergin poly carbonate with brass terminals and captive screws & silver alloy contact tipwith IP-20 rating ,includingall as per pre approved by Engineer in charge,making connections, testing etc. as required. 143 (E-15/5.9) P & F 1.2 mm thick M.S. Recessed fan box, hexagonal/ round of size 130 mm dia, depth 75mm, 12 mm dia rod fan hook with 100 mm length extended on each side . All as per pre approved by Engineer in charge. 144 (E-82/15.12.1) Providing & Fixing of heavy duty capacitor start, copper wound double ball bearing900/1400 RPM single phase exhaust fan conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. 300mm sweep (900/1400 RPM). 145 (E-30/7.26) Providing & Fixing of ding dong/musical chime bell as per PWD specification for electrical Works, including making connection testing etc. as required. 146 (E-125/22.24.8) Supply, Installation, Testing and Comissioning of Inverter type Air Cooled Hi Wall split type Air conditioners with latest star rating system as per BEE amended upto date complete with Indoor unit(IDU), Out door unit (ODU), surface / concealed copper Refrigerant piping with insulation (closed cell elastomeric nitrile rubber tubular pipe section) upto 3 Mtr (IDU to ODU), copper power cable upto 3.5 Mtr (IDU to ODU), R-32 / R-410 Green Refrigerant, wireless Remote control, suitable for working between 230V +/- 10% with low & high voltage cutoff and 50 hz , single phase AC supply capable of performing cooling, dehumidification, air circulation of following capacity with Scroll / rotary compressor. All as per pre approved by Engineer in charge. 2.0 TR ISEER not less then 4.6. 147 (E-24/6.14.2.2)P&F of Industrial plug and socket conforming to IEC 60309-1/2 made out of self extinguishing engineering polymer / polyamide, nickel plated brass sleeve and pins, socket with shutter including making connection etc as reqd. IP-67 surface/wall mounted socket. 32A 3 pin (2P+E). 148 (E-133/22.40.1) Providing & Fixing of IS:4985-2000 Class-4 (10 Kgf/Sqcm) UPVC drain water piping with fittings (IS:7834 & 10 Kgf/sqcm) like elbow, socket, Tee, solvent cement jointing, support with MS hanger on ceiling or recessed in wall with chasing & plastering with 6 mm thick closed cell elastomeric nitrile rubber insulation including leakage testing etc. as required of following Nominal sizes. All as per pre approved by Engineer in charge. 20 mm. 149 (E-35/8.1) SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/free standing floor mounted dust and vermin proof compartmentalised cubical panel made of CRCA sheet of thickness 2.0 mm as specifications and other parameters required as per point (a) ,(b), (c),(d), (e), (f), (g), (h) (see BSR item). All as per pre approved by Engineer in charge. 150 (E-54/10.13.3) Providing & Fixing of ISO certified company made bus bar chamber housed in sheet metal box as per PWD specification for electrical Works Confirming to IEC-60439/IS-8623 & IEC-60529/IS-2147 made out from 1.6 mm thick powder coated CRCA sheet,degree of protection IP-31, front openable bus bar made out of Copper suitable for 200 amp. Capacity, bus bar fixed on porcelain/DMC insulators at approved spacing including making connections etc. as required. Appropriate type test certificate / OEM test report shall be submitted . All as per pre approved by Engineer in charge. 600 mm long, 4 strip. 151 (E-51/10.5.7) Providing & Fixing of ISO certified company made 240/415 V porcelain kitkat fuse (/HBC type) as per PWD specification for electrical Works conforming to IS:2086,1983 on existing board/sheet including making connections with lugs, testing etc. as required. Appropriate type test certificate / OEM test report shall be submitted . All as per pre approved by Engineer in charge. 200 A , 415 V. 152 (E-18/6.2.3.2) Providing & Fixing of 240/415 V isolator ISI marked IS:13947-III/conforming to IEC 60947-3, suitable for AC22A utilization category, 4KV impulse withstand voltage,true contact indication, Red colour dolly / lever shall have single mould covering over all poles for operation, two position din rail mounting,minimum phase termination capacity of 35 sq.mm. IP 20 contact protection and fitted in existing distribution board / sheetincluding making connections, testing etc. as required. Four pole isolator. 63A rating. 153 (E-19/6.3.3.3) Providing & Fixing of 240/415 V factory fitted RCBO with overload, short-circuit and earth leakage protection with ISI marked (IS12640-2)/ conforming to IEC 61009-1, breaking capacity 10 KA,provision for pad lock, min. Electrical operation 10,000 upto 63 A rating , minimum phase termination capacity of 35sq.mm. , IP 20 contact protection with existing distribution board / sheetincluding making connections, testing etc. as required. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports & all as per pre approved by Engineer in charge. Four pole 30 mA sensitivity. 63 A rating. 154 (E-21/6.9.2) Providing & Fixing of Recessed/surface mounting heavy duty enclosure made out from galvanized steel / CRCA sheet not less then 1.2 mm thickconforming to IS 8623-1 & 3 /IEC 61439- 1 & 3 powder painted complete with din rail making internal DB terminations with copper lugs, detachable gland plate, including making connections, testing etc. as required. Suitable for Six/Eight module for MCB/ RCCB. 155 (E-47/9.3.3) SITC of3 /4pole current limiting moulded case circuit breaker (MCCB) made of flame retardent & heat resistant materialhaving following current rating, short circuitbreaking capacityat 440/415 V, 50 Hz; O/L & S/C settings , conforming to IS/IEC 60947 P -2 :2003 with frontface and centralised adjustable, trip free mechanisum, true contact position indicator,line load interchangeability,designed for both horizontal & vertical mounting without any adverse effect on electrical performance, suitable for operation upto 55 degree and without derating upto 40 degree,pollution degree 3,having positive isolation capability, push(test) to trip, trip time less then 10 ms under s/c condition, Breaking capacity Ics = 100% Icu. U imp =8 KV, rated insulation voltage690 V.provision for UVR , shunt trip , earth fault trip, door interlock, pad lock & rotary handle , including making connectionsetc. as required.OEM shall have submitNABL / CPRI / ERDA accrediated lab type test certificate before execution All as per pre approved by Engineer in charge. 4 pole MCCB With Thermal Magnetic release. (E-47/9.3.3.2) Up to 100 Amp , 25 kA, adjustable O/L & adjustable S/C setting. 156 (E-47/9.3.3.5) 200 Amp , 25 kA, adjustable O/L & adjustable S/C setting. 157 (E-48/9.5.1) Providing & Fixing of IK08 and IP-30 Recessed/surface mounting heavy duty Enclosure suitable for mounting 3 4 pole MCCB, Inbuilt neutral linkmade out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3. powder painted complete with din rail making internal DB terminations, detachable gland plate, including making connections, testing etc. as required. All as per pre approved by Engineer in charge. Suitable to accommodate up to 70 sqmm 3.5 core Al arm. Cable. 158 (E-22/6.10.3.4) Providing & Fixing of recessed/surface mounting heavy duty horizontal type double door (metal/glazed) distribution board with Metal end box made out from Galvanized steel / CRCA sheet not less then 1.2 mm thick conforming to IS-8623-1 & 3 / IEC 61439- 1 & 3, powder painted complete with reversible door (for double door DB only) 100 amp. insulated copper bus bar/shorting link, copper neutral link, copper earth link , color coded interconnecting wire set of suitable rating and din bar,masking sheet, making internal DB terminations with copper lugs, Ferrules, detachable gland plate, including making connections, testing etc. as required. Metal door (three phase) IK-09 and IP-43 with Metal end box. 12 Way. 159 (E-17/6.1.1.2) Providing & Fixing of 240/415V AC MCB with positive isolation of 10 kA breaking capacity (B/ C/D tripping characteristic as per type of load andsite requirement) 4 KV impulse withstand voltage, ISI marked IS 8828(1996) / conforming to IEC 60898-1 2002, IEC 60947-2, low watt losses, trip free mechanisum , energy limiting ofclass 3 as per IEC,minimum phase termination capacity of 35sq.mm. , conductor line load reversibility , IP 20 contact protection and fitted inexisting distribution board/sheets, minimum electrical operation 20,000 upto 20 A rating and 10,000 upto 63 A, 5000 for 80 A & above ratingincluding making connections, testing etc. as required. Single pole MCB (with B/C curve tripping characteristics). 6A to 32A rating. 160 (E-56/11.2) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) includingtesting etc. as required of following size. (E-56/11.2.4.3) 16.0 sq. mm. 4 core. 161 (E-56/11.2.2.3) 6.0 sq. mm. 4 core. 162 (E-64/12.3.5) Supplying and making end termination with heavy aluminium lugs ( Pin/ring type) confirming to IS 8309 -1993 & IS 8337-1976 duly crimped with crimping tool, PVC tape etc of following size. 10 sq. mm. 163 (E-73/14.2) Plate Earthingas per IS:3043 with Hot dipped G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20mm dia. G.I. B class watering Pipe ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height250 to 300 mm. and embodying the pipecomplete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or lessas required & must record by engineer in charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 164 (E-75/14.6.9) Supply & Laying following size earth wire in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection with GI/Cu thimble etc. as required. All as per pre approved by Engineer in charge. 10 SWG G.I. ( Hot Dipped) Wire 165 (E-135/22.51.2) SITC of IS:1475 marked self contained drinking water cooler withhermeticallysealed compressor,non CFC refrigerent suitable for operation on 230V/ 1pH/ 50Hz AC supply,Full stainless steel (SS304) body (0.8 mm thick)and tank (0.5 mm thick) , stainless steel water tray, minimum two nos Brass Chrome plated faucets and suitable drainage system complete in all respect with required height MS fabricated and Painted Angle iron frame (Cost of frame to be paid Extra) complete in all respect of the following capacity. All as per pre approved by Engineer in charge. Cooling capacity 60 Ltr./Hr. and storage capacity 120 Ltrs. 166 (B-157/14.9.2) Demolishing stone rubble masonry manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge: in cement mortar. 167 (B-160/14.34.1) Dismantling and stacking within 50 meters lead fencing post, struts, including earth work dismantling of concrete etc. in the case of: T or Angle Iron posts. 168 (B-160/14.36) Dismantling barbed wire or chain link fencing including bending making rolls and stacking within 50-meter lead. 169 (B-44/1.7.3) Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: Hard rock (blasting prohibited) useful material 30%. 170 (G-37/5.1) Carriage of material: Building Rubbish, Stone metal (grit, ballast etc.). With lead of 5 Km.Deduct: Initial lead of 50m already taken in earthwork item. 171 (B-54/3.1.6) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level, 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size). 172 (B-69/6.1.6) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: Cement Mortar 1:6 ( 1-Cement : 6-Sand). 173 (B-48/1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50Mtr and with all lift. 174 (B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil. 175 (G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km.Deduct: Initial lead of 50m already taken in earthwork item. 176 (B-104/9.38.3) Providing and fixing welded mesh/expanded metal mesh in frame work, flat iron beading 20x3mm including top cross laps inside and out sides welding, iron bolts, crews, clips etc. complete (excluding frame work) of size. Welded mesh 25 mmx 25 mm x 2.1 mm. 177 (B-55/3.2.2) Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls (any thickness) including attached pilasters, columns, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, plain window sills, fillets etc up to floor three level excluding the const centering and shuttering. M-15 grade 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size). 178 (B-59/4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. 179 (B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc. 180 (B-59/4.2) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers (if required ) excluding the cost of centering, shuttering and reinforcementfor Walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. M20 grade Nominal Mix / Design Mix. 181 (B-61/4.10.3) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for: Columns, pillars, posts and struts etc. 182 (B-62/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code). 183 (B-139/12.3.1) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 25 mm thick. 184 (B-139/12.2.3) Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished: 12 mm thick. 185 (B-56/3.8) Providing & fixing precast cement concrete coping 1:2:4 mix 50 mm thick complete as per specification. 186 (B-82/6.88.iii) Supply and fixing Jodhpur sand stone machine cut dassa, coping, sill, lintel fixed in cement sand mortar 1:4. 5 cm (2) thick. 187 (B-99/9.8) Providing and fixing steel gate grating and grills made of angles, tees, square bars or other flats black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide. 188 (B-98/9.2) Structural steel work riveted, bolted or welded in built up sections,trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete. 189 (B-145/12.42) Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision. New work. 190 (B-146/12.46.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work. 191 (B-146/12.46.1)Providing and erecting direction and place identification retro-reflectorised sign as per IRC :67 made of encapsulated lens type reflective sheeting vide clause 801.3, fixed over aluminium sheeting, 2 mm thick with area exceeding 0.9 sqm supported on a mild steel angle iron post 75 mm x 75 mm x 6 mm, 2 Nos. firmly fixed to the ground by means of properly designed foundation with M 15 grade cement concrete 45 cm x 45 cm x 60 cm, 60 cm below ground level as per approved drawing. 192 (B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil. 193 (G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km.Deduct: Initial lead of 50m already taken in earthwork item. 194 (B-44/1.7.3) Earth work in excavation by mechanical means (hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including disposal of excavated earth, lead upto 50 m and lift upto 1.5 m, disposed earth to be levelled and neatly dressed: Hard rock (blasting prohibited) useful material 30%. 195 (G-37/5.1) Carriage of material: Building Rubbish, Stone metal (grit, ballast etc.). With lead of 5 Km.Deduct: Initial lead of 50m already taken in earthwork item. 196 (B-54/3.1) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level. (B-54/3.1.6) 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size). 197 (B-54/3.1.2) M15 grade nominal mix 1:2:4 (1-Cement:2-coarse sand:4-graded stone aggregate 20 mm nominal size). 198 (B-62/4.13.3) Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code). 199 (B-59/4.1) Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement. M20 grade Nominal Mix / Design Mix. 200 (B-61/4.9) Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways and removal of formwork for foundations in basements rafts, footings, strap beams, bases of columns, etc. 201 (B-69/6.1) Random Rubble stone masonry for with hard stone in foundation and plinth in Cement Sand mortar above 30 CM thick wall in: (B-69/6.1.4) Cement Mortar 1:4 ( 1-Cement : 4-Sand). (B-69/6.1.4) Cement Mortar 1:4 ( 1-Cement : 4-Sand). 202 (B-69/6.1.6) Cement Mortar 1:6 ( 1-Cement : 6-Sand). 203 (B-48/1.25) Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth , consolidatingeach deposited layer by ramming and watering including lead upto 50 mtr and with all lift. 204 (B-44/1.6) Earth work in excavation by mechanical means (Hydraulic excavator )/ manual means over areas (exceeding 30cm in depth. 1.5m in width as well as 10 sqm on plan) including disposal ofexcavated earth, lead upto 50m andlift upto 1.5 m , disposed earth to be levelled and neatly dressed : All kinds of soil. 205 (G-37/5.1) Carriage of material: Earth, Sand, Line, Morrum, Manure or Sludge. With lead of 10 Km.Deduct: Initial lead of 50m already taken in earthwork item. 206 (B-59/4.3) Providing and laying in position specified grade of cement concrete for RCC structural elements upto floor five level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement for Beams, suspended floors, roofs, griders having slopes up to 15º, landings, balconies, shelves, chajjas, lintels, bands, plain windows sills, staircases and spiral staircases etc. M20 grade Nominal Mix / Design Mix. 207 (B-61/4.10.2) Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with steel propsand removal of formwork for upto floor five level for: Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands, coping bed plates,anchorblocks,sills,chhajjas,lintel,beam, plinth beam etc. 208 (B-65/5.2.2) Brick masonry with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes & sizes in. Cement Mortar 1:6 (1-Cement:6-Sand). 209 (B-128/11.3.1) Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry, making of lines or groove etc complete but excluding the cost of nosing of steps etc. complete.40mm thick with 20mm thick nominal size aggregate. 210 (B-139/12.2.1) Plaster on new surface on walls in cement sand mortar 1:4 including racking of joint etc. complete fine finished: 25 mm thick. 211 (B-139/12.3) Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: (B-139/12.3.1) 25 mm thick. 212 (B-139/12.3.2) 20 mm thick. 213 (B-139/12.3.3) 12 mm thick. 214 (B-140/12.7) Finishing with neat cement (Punning). 215 (B-140/12.8) Extra for providing and mixing water proofing material in cement plaster work in proportion recommended by the manufacturers. 216 (B-55/3.2.4) Providing and laying cement concrete including curing, compaction etc. complete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, levelling course etc up to floor five level excluding the cost of centering and shuttering. M10 grade Nominal Mix. 1:3:6 (1 cement : 3 coarse sand : 6 graded stoneaggregate 20mm nominal size). 217 (B-72/6.17.3) Supplying and fixing in walls machine cut and polished stone shelves, tands and in CM 1:3 with machine cut edges: Kota stone minimum 30mm thick. 218 (B-101/9.19.3) Providing and fixing steel glazed doors, windows and ventilator shutters of standard rolled steel section (IS 1038-1983) joints mitred and welded with steel lugs 13x3mm, 10cm. long embedded in cement concrete block 15x10x10cm. of 1:3:6 (1cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 4mm thick with cooper glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approval steel primer, excluding the cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as required: Windows side hung /Ventilators top or centre hung (openable). 219 (B-102/9.26) Supplying and fixing fixed wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150mm distance. 220 (B-102/9.27) Providing and fixing Square bars or other flat welded to window, ventilatiors etc. 221 (B-98/9.5) Providing and fixing T-iron frames for doors, windows and ventilators of mild steel Tee-sections, joints mitred and welded with 15x3 mm lugs 10cm long embedded in cement concrete blocks 15x10x10 cm of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips or with bolts and nuts as require including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. 222 (B-100/9.17) Providing and fixing M.S. sheet 1mm thick single leaf door shutter in angle iron frame 35x35x5mm suitabilly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5mm beading extra including all fittings, as per direction of Engg. incharge but excluding cost of chowkhats: including two coats of anit-corrosive red oxide primer paint. 223 (B-144/12.37.1) Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade including all scaffolding: New work (two or more coats) over and including scrapping and priming coat with cement primer. 224 (B-145/12.43.1) Painting exterior surface ofWallwith 100% acrylic exterior paint of approved brand and manufacture to give an even shade with two or more coats including prepartion of base with sand papering, primer, putty,etc complete in all respect including scaffolding and safety provision. New work. 225 (B-146/12.46.1) Painting with synthetic enamel paint of approved brand and manufacture to give an even shade:Two or more coats on new work. 226 (S-247/3.16.3) P&F rigid PVC pipe (IS:4985 mark) class II/ (4 Kg. /Cm2) approved quality /make including joining the pipe with solvent cement rubber ring and lubricant. 110 mm dia. 227 (S-240/2.39.6) Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes (IS 15778 : 2007 code) having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, this included jointing of pipes & fittings with one step CPVC solvent cement, trenching refilling & testing of joints complete as per direction of Engineer in Charge. (External work). 50 mm nominal size. 228 (S-234/2.15.6) P&F Full-way Valve (IS:778Mark) or Wheel Valve of approved make. 50 mm Dia Nominal bore. 229 (S-251/3.21.2) Construction of chamber in all type of soil with 300 mm thick masonry in CM 1:6 m,10 cm thick C.C. 1:5:10 in foundation, 20mm thick insider plaster in Cm 1:6, finished with floating neat cement, 50mm thick M-15 grade C.C. flooring , earthwork etc. complete as per design including disposal of surplus earth within a lead of 50 mtr. Inside size 450 X 450 mm depth upto 0.5 M Cement cover with frame. 230 (E-1/1.1.1) Wiring of light point/ fan point/exhaust fan point/ call bell point with 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper conductor 1.1 kV gradeand 1.5 sq. mm nominal size FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade (IS:694)inrecessed ISI marked MMS ( IS:9537 P - III ) virgin material PVC conduit & itsISI marked (IS:3419-1988) accessories, round tiles, 1.2 mm thickHot Dipped Galvanized Modular Box with earth terminal, 10A Modular switch, Modular face plate with grid plate, 3 pin ceiling rose / Holder /3 way connector, screws,making connections, testing etc. as required. Short point (up to 3 mtr.). 231 (E-9/4.1.11) Supplying and drawing FR PVC insulated & unsheathed flexible copper conductor as per PWD specification for electrical Works with ISI marked (IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, class 5 stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen free for less chances of oxidization, insulation PVC type A/C/D , flame retardant as per IS 10810-53, better amperage rating as per IS:3961 part 5,in existingsurface or recessed PVC/ MS conduit/casing capping making connections with Copper Lugs of suitable size, Ferrules,testing etc. as required. 2 x 4.0 sq.mm. 232 (E-2/1.4.2) S&F following sizes (dia.) of ISI marked virgin material MMS ( IS:9537 P - III ) PVC conduit along withISI marked (IS:3419-1988) accessories as requiredinrecessincludingcutting the wall, covering conduit and making good the same as required. 25 mm. 233 (E-87/17.2.2) Providing & Fixing of energy efficient direct fit (Retrofit)Polycarbonate/ GlasshousingSMD Mid Power LED tube rod(with integral driver & alumn. heat sink ), on existing fixture.system lumen efficacy ≥ 100 lm/Watt output, internal surge protection of 2.5 KV ,THD < 20% ,p.f.≥0.95,CRI >80 , life time of minimum35000 Burning Hours with , 70% of intial Lumen maintaned till life ends, CCT 3000°K / 4000°K/ 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be ofBIS standard andtrade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing onhousing. 1200mm, Min. Lumens output 2000 lm LED Tube rod with Polycarbonate Housing. 234 (E-95/18.12.5) Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminummaterial with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life ExpectancyEqual or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs.Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced. All as per pre approved by Engineer in charge. LED Street Light fixture with Minimum lumen output 8700 lm. 235 (E-96/18.18.3) Providing & Fixing of Street light bracket made out from following size of B class , Medium class G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with heavy duty pole clamp, Saddles suitable fastners etc. as required. All as per pre approved by Engineer in charge. 32 mm Dia. 236 (E-115/21.7) SITC of Monoblock motor pump set ISI marked (IS:9079-2002) with TEFC motor, motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011. with Stainless steel Impellor, Stainless steel shaft, Mechanical seal, Single/Three phase ( 240 - 440 V ) permanent split capacitor type (PSC), fitted with thermal overload protection, Including cost of hardware etc on existing platform complete. Pump shall have following HP Rating, phase, Head, minimum Discharge respectively complete in all respect. OEM shall have submitNABL / CPRI / ERDA accrediatedlab type test certificate before execution. All as per pre approved by Engineer in charge. (E-115/21.7.4) 2.0 HP, 3-Ø, (6-27) Mtr, (425-100) LPM. 237 (E-115/21.7.5) 3.0 HP, 3-Ø, (14 - 26)Mtr, (760-600) LPM 238 (E-117/21.13.2) SITC of Contactor OEM Fabricated DOL/Star-Delta Starter panel with switchgear selection as per Type-2 Cordinatiom Chart andmade out from 1.6 mm thick powder coated CRCA sheet, enclosure comprising of over load protection relay, short circuit & single phasing protection, Illuminated ON/OFFpush buttons,ammeter, voltmeter, indicating lamps etc.suitable for following rating motors complete in all respect. All as per pre approved by Engineer in charge. For Three phase Submersible / Mono block pump. (E-117/21.13.2.1) Upto 3.0 HP (DOL starter). 239 (E-117/21.13.2.2) 3.0 HP to 5.0 HP (DOL starter). 240 (E-56/11.2.2.3) Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Armoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV withH4- Grade electrolyticaluminium conductor confirming to IS 8130 of purity >99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) includingtesting etc. as required of following size. 6.0 sq. mm. 4 core. 241 (R-4/4.2.3) Providing and laying granular sub-base material (From Natural Quarry) having P.I.not more than 6, including spreading in layers not exceeding 150 mm compacted thicknessand consolidation by 8-10 tonne power rollerto required camber and grade including cost of water and hire charges of machinery, including T&P with 20 KM lead (compacted thickness to be measured) as per MORTH specification table 400-1, 400-2 : For grading-III with CBR value not less than 20. To attain 100% proctor density. 242 (R-16/16.2) Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 31.5 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing complete as per MORTH Specification clause 602 243 (R-10/10.17.1) Providing, laying & fixing reinforced cement concrete pipe NP4 / Prestressed concrete pipe for culverts on first class bedding of granular material in single row including fixing collar with cement mortar 1:2 but excluding excavation, protection works, backfilling, concrete and masonary works in head walls and parapets. 300 mm. 244 (R-7/ 7.50) P&F of M-15 grade precast cement concrete kerbover 20 mm thick base of cement mortar 1:6 incl. Jointing with cement mortar 1:4, painting with enamel paint complete as per MORTH Specification 245 (B-54/3.1.6) Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering; All up to plinth level, 1:4:8 (1-Cement:4-coarse sand:8-graded stone aggregate 40 mm nominal size). 246 (R-7/7.47.2 )P/F of precast concrete interlocking blocks manufactured and laid over bed of sand 20-40 mm as per IRC 63-2004 and IS 15658-2006 complete job to be executed as per the ionstruction of engineer - in - charge .60 mm thick light traffic category M-35 Grade( PWD ROAD BSR JODHPUR 2019 ) 247 (S-243/3.2.6) Providing & Laying C.C. 1:5:10 (Stone aggregate 40 mm nominal size) all around S.W. pipe including 15 Cm. thick bed concrete as per Rajasthan P.W.D. specifications : (Width W=Diameter of pipe in Cm + 30 Cm.) (Excluding cost of pipe). 300 mm dia. 248 (S-257/3.44.2) Providing and fixing unplasticized Poly Vinyl Chloride (UPVC) SWR pipes type `B for sciland waste dischareg system (IS : 13592: 1992 marked) of approved quality/ make. 110 mm dia. 249 (E-92/18.1.1.3) Supply and erection of Galvanized Iron pole with galvanizing done in single dipping (Average coating thickness Minimum 65 Microns) continuously tapered poles having Octagonal / Circular cross-sections designed to withstand the maximum wind speed as per IS 875, The pole shaft shall be made from sheet steel (HT Steel Conforming to grade S355JO) and confirming to BSEN 10025 and shall be continuously tapered with single longitudinal welding. There shall not be any circumferential welding. The welding of pole shaft shall be done by Submerged Arc Welding (SAW) process. pole shafts shall be provided with the rigid flange plate of suitable thickness (Fe 410 conforming to IS 226 / IS 2062) with provision for fixing 4 no. foundation bolts, This base plate shall be fillet welded to the pole shaft at two locations i.e. from inside and outside.The octagonal Poles shall have lockable door of approximate 500 mm length at the elevation of 500 mm from the Base plate with bakelite sheet having 6A SP MCB and 16 sqmm stud type connector ( 4 nos) inside the pole at door opening for cable connection of following length and dimension as per table P-01 with base plate and foundation bolt on the Existing cement concrete foundation. All as per pre approved by Engineer in charge. Poles with Octagonal Cross Section. 5 Mtr. 250 (E-92/18.2.1) Supply and Fixing of Pole OEM fabricated hot dipped galvanised M.S. overhang (48.3 X 3.25 mm) with cap (400 x 88.9 / 114.3 x 3.25 mm) over the existing poles. All as per pre approved by Engineer in charge. Single arm overhang. 251 (E-93/18.8.1) Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4with Following Procedure & All as per pre approved by Engineer in charge. (A) Excavation of Pit for Foundation Size upto required depth from Ground level. (B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. (C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness. (D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. (E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal. (F) Providing & Fixing of 2 no. Required SizePLB HDPE Pipe& Foundation Bolt with template as per OEM Recommendations. (G) Providing and LayingReinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. (H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face. Pole Foundation for Octagonal pole from 3 Mtr to 6 Mtr. 252 (E-95/18.12.7) Providing & Fixing of IK08, IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminummaterial with heat dissipation fins on housing with UV stabilized PC (UV stablization report submitted for UV cover ) /Toughened Glass coverand secondary lens on each LED & should be SMD type of 3 to 5 watt each . The System efficacy >=125 lm/ wt and potted driver& has a unique BIS R number withInput Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety , Power Factor >0.95 driverEfficiency >85%,THD(I) <10%Humidity 10% to 90% RH Working Temp -5C to 45C .driver current <750mA. The luminaireshall be BIS certified and Trade mark certified. Life ExpectancyEqual or more than 50000 burning hrs with Minimum 70% lumen maintened , CRI >70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external inside driver compartment. driver should be Phase to phase protection of 440 V for 4 Hrs.Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced. All as per pre approved by Engineer in charge. LED Street Light fixture with Minimum lumen output 12500 lm. 253 (E-11/4.6.3) Supply & drawing wiring for sub mains ISI marked (IS:694) 1100 Volts grade PVC insulated flat twin core sheathed solid aluminium conductor with 10 SWG G.I. Support wire duly clipped etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR. 10.0 sq.mm.
