Tender For Misc. Remaining Works Of Phase-I In Medical College, Sikar - Boundary Wall 3 Surface dressing of the ground including removing vegetation and inequalities not exceeding 15cm deep and disposal of rubbish lead up to 50 Mtr. and lift up to 1.5 Mtr. : All kinds of soil 4 Earth work in excavation over areas (exceeding 30 Cm. In depth, 1.5 Mtr. in width as well as 10 Sqm. on plan) including disposal of excavated earth lead up to 50 M and lift up to 1.5 Mtr. disposed earth to be leveled and neatly dressed:All kinds of soil. 5 Add extra for foundation/trenches/drains for every additional lift of 1.5 Mtr. or part thereof in All kinds of soil 6 Excavation for boundary wall foundation 7 Carrige of Earth,Sand ,lime, morrum,manure or sludge for 5.0 K.m. including loading , unloading and stacking 8 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 lift upto 1.5Mtr. 9 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 10 1:2:4 (1Cement :2 Course Sand :4 Graded stone aggregate 40 mm nominal size 11 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. up to plinth level. 12 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and Admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete.All work up to plinth level. 13 All work upto plinth level 14 Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1-Cement:3-coarse sand) and making good the joints and admixtures in recommended proportions as per IS : 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete.All work from plinth level up to floor three level. 15 Beams, plinth beams, girders, bressumers, cantilevers, suspended floors, lintels, roofs and staircases including spiral staircases, shelves etc. 16 Add or deduct for providing richer or leaner mixes respectively. 17 Providing M-25 grade R.C.C. instead of M-20 grade R.C.C. 18 Centering and shuttering with plywood or steel sheets including strutting, propping, bracing both ways with wooden members andremoval of formwork for superstructure up to 4.5 mtr aboveplinth,for: 19 Suspended floors, roofs, landings, staircases, balconies, girders, cantilevers, bands , coping, bed plates, anchor blocks, sills, chhajjas lintel, beam etc. 20 Columns, pillars, posts and struts etc. 21 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 three level. 22 Tremo Mechanically treated bars 23 Brick work with machine moulded perforated brick of class designation 125 confirming IS: 2222-1991 in super structure above plinth level V level in CM 1:6 24 With F.P.S. Bricks 25 Half brick masonry in foundation & plinth using bricks of designation 75 with nominal hoop rainforsed (2 Nos. 6mm MS bar) at every fourth course in for hoop rainforcement 1Sqm. 6mm MS bar 2x2x1.00 = 4.00 26 Cement mortar 1:3 (1-Cement:3-coarse sand). 27 Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : 28 Cement Mortar 1:6 (1-Cement:6-Sand). 29 Plaster on new surface on walls in cement sand mortar 1:6 including racking of joint etc. complete fine finished: 30 20 mm thick. 31 Wall painting with plastic emulsion paint of approved brand and manufacture to give an even shade: 32 Two or more coats on new work including preparation of base with primer, putty, lippy complete in all respect. 33 Decorative plaster work with spectrum textured coating as per approved colour and shade complete as per manufactures specifications. 34 Trowel Finish (1 to 1.5mm thick) 35 Supply and fixing in cement mortar welded hand railing made out of M.S. round or square bars, flats etc. for staircase or verandah as per design complete in all respect (wooden or PVC hand railing to be paid extra) with priming coat of red oxide. 36 Providing corrugated G.I. Sheet roofing fixed with G.I. J or L hooks bolts and nuts 8mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coat of approved paint on over lapping of sheet complete (upto a pitch of 600) & excluding the cost of purlins rafters and truses, for class of sheet : 37 1.00 mm thick. 38 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. 39 Add extra if square, rectangular hollow tubular sections are used. 40 Painting with enamel paint of approved brand and manufacture to give an even shade: 41 Two or more coats on new work. 42 One or more coats on old work. 43 Providing and injuection by hand operated pressure pumps chemical Emulsion timber ground treatment [TCGT] in ratio 1:2 as per manufacturers specification for POST CONSTRUCTIONALAnti-termite treatment (as per IS 6313) part-III 1971 as amended from time to time) 44 Treatment of soil under existing floors using chemical emulsion @ one liter per hole, 300 apart including drilling 12 mm diameter holes and plugging with cement mortar 1:2 (1-Cement:2-Coarse sand) to match the existing floor: 45 with Chlorpyriphos E.C. 20 % with 1% concentration 46 Renewing glass panes, with puty and nails wherever necessary: 47 4 mm thick plain glass panes. 48 Minor repair of all size wooden doors, windows & ventilators shutters 30 to 35mm thick as per specification & direction of Enginner-in-charge including replacement work. 49 Sliding Bolt 300mm, 12mm thick 50 Back stopper 51 Hinges 100mm 52 Providing and fixing 14 mm Granite stone slab mirror polished and machine edge cut in Walls, Pillars, Steps, Shelves, Sills, Counters. Floors etc. laid on 12mm (Av.) thick base of cement mortar 1:3 jointing with white cement mortar 1:2 (1 white cement: 2 marble dust) with pigment to match the shade of the marble slab complete including grinding, rubbing and polishing of: 53 Jhunjhunu / Jalore (Red / Choclate Colour) 54 Size above 3600 Cm2 55 Extra for providing edge moulding to15 mm thick marble stone counters, vantities etc. over item No. 7.1 & 7.2 including machine polishing to edge to give high gloss finish etc. complete as per design approved by Engineer-in-Charge. 56 Granite work. 57 Providing and fixing Ist quality MAT finished ceremic tile size 300x300mm confirming to IS : 13753 coloured tile expect white, grey, ivory, fume red brown in walls, floors, steps, pillars etc. laid on a bed of neat cement slurry 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 (excluding the cost of cement plaster). 58 Add extra over item No. 7.4 & 7.5 for using 400mm x 400mm tiles 59 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 (excluding the cost of cement plaster). 60 Providing and laying water proofing treatment to vertical and horizontal surface of depressed portions of W.C. kitchen and the like consisting of.I) 1st course of applying cement slurry @ 4.4 Kg./sqm mixed with water proofing compound Impermo of Snowcem or equivalent conforming to IS : 2645 in recommended proportions.II) IInd course of 20mm cement plaster 1:3 (1-Cement:3-coarse sand) mixed with water proofing compound in recommended proportion.III) IIIrd course of applying blown or residual bitumen applied hot a 1.7 Kg. per sqm. of area.IV) Ivth course of 400 micron thick PVC sheet (Overlaps at joints of PVC sheet should be 100mm wide and pasted to each other with bitumen @ Kg/Sam.). 61 Providing & fixing anodizing alumium work (Anodizing to be got done from approved Anodizer) for doors, windows, ventilators and partition with extruded built up standard tubular and other sections of approved make confirming to IS : 733 and IS : 1285 anodised transparent 81 dyed to required shade according to IS : 1868 (Minimum anodic coating of grade AC 15), fixed with rawl plugs and screws or with fixing clips or with expansion hold fasteners including necessary filling up of gas at junctions, at top, bottom and sides with required PVC/neoprene felt etc. Aluminium section shall be smooth, rust free, straight, mitred and jointed mechanically wherever required inlcuding cleat angle Aluminum 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 the directions of Engineer-in-charge. (Glazing and peneling to be paid for separately). 62 For Fixed portion 63 Polyester powder coating and electro colouring in various colour and shade approved by Engineer incharge (for item No.16.1.2) 64 Providing and Fixing 12mm thick prelaminated three layer medium density (exterior grade) particle bonded formaldehyde synthetic resin of approved brand and manufacture in paneling fixed in aluminium doors, windows/ stainless steel screws etc. complete as per architectural drawings and direction of engineer-in-charge. 65 Pre-laminated particle board with decorative lamination on both side. 66 Providing and fixing glazing in aluminium door, window, vintilator 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 basic item.) 67 with glass panes of 5.0mm thickness (weight not less than 13.75 Kg/Sqm) as per IS : 2835 68 P&F double action hydraulic floor spring of approved brand and manufacture to aluminium door shutter confirming to IS : 6315 incl. costof cutting floors as reqd. embedding in floor and cover plate etc. complte as per direction of Engineer in charge. 69 Filling the gap upto 5 mm depth and 5 mm width in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete. 70 P&F expanded grill made of anodised aluminium as per desing and drawing having members section of size 7.5mm x 6.0mm and opening of size 102mm x 99mm to aluminium window/ vent with reqd. screws, Y and H aluminium sec (as per drawing) at the ends and middle joints respectively complete in all respect as per direction of engineer in charge. 71 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. 72 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 150 mm distance. 73 Providing and fixing Square bars or other flat welded to window, ventilators etc. 74 P&F of PVC door frame made from extruded PVC confirming to IS : 10151 - 1982 section having multi chamber cross section with a maximum wall thickness of 2.8mm + 0.3mm duly reinforced with steel tie rod at bottom, and weather seals complete. 75 PVC door frame section (40x58mm) 76 P&F to existing door frame 24mm thick factory made PVC door shutter made of styles and rails of a UPVC hollow section of size 59x24mm and wall thickness 2mm +0.2mm with inbuilt edging on both sides. The styles and rails mitred and jointed at the corners by menas of M.S. galvanised/ plastic brackets of size 75x220mm having wall thickness 1.0mm and stainless of size screws. The styles of the shutter reinforced by inserting galvanised M.S. tube of size 20x20mm and 1mm+0.1mm wall thickness. The lock rail made upto of `H section, a UPVC hollow section of size 100x24mm and 2mm +0.2mm wall thickness fixed to the shutter style by means of plastic / galvanised M.S. `U Cloats. The shutter frame filled with a UPVC multi-chambered single panel of size not less than 620mm, having overall thickness of 20mm and 1mm+ 0.1mm wall thickness. The panels filled vertically and tie bar at two places by inserting horizontally 6mm galvanised MS roudn and fastened with nuts and washers, complete as per manufacturers specifications and direction of Engineer in charge incl. all door, fittings, such as hingles, L-drop, handles, locking bolts etc. as per approval of Engineer in charge 24mm thick shutter. 77 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 : 78 WVC Lab Sink (IS:2556 Mark) size 530x430x180 mm. 79 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. 80 75 mm Dia 81 110 mm Dia 82 P & F Pillar Cocks (IS:8934 Mark) of superior quality and approved make : 83 C.P. Pillar cock fancy type, 15 mm nominal bore. 84 P & F Bib Cock (IS:8931 Mark) Superior quality of approved make : 85 -do- Long nose, 15 mm nominal bore weight not less than 810 gm. 86 -do- Long body, 15 mm nominal bore weight not less than 690 gm.B628 87 P & F Sink Cocks of superior quality & approved made: 88 (-do-) Casted Spout 15 mm. 89 P & F 15 mm. Dia Connection pipe of approved quality/make: 90 -do- 450 mm. 91 P&F waste pipe with all fitting 92 PVC with C.P. Nut 32mm 93 P&F Grating of approved quality/ make 94 -do- Heavy quality of approved make 125mm 95 P & F Full-way valve (IS:778 Mark) or wheel valve of approved make : 96 Gun-metal 50 mm nominal bore. 97 Gun-metal 32 mm nominal bore. 98 Gun-metal 25 mm nominal bore. 99 P & F G.I. Pipes (External work) with G.I. fittings (IS:1239 Mark) including trenching & refilling earth etc. 100 50mm dia nominal bore. 101 P & F Ball Cock (IS:1703 Mark) with Rod & P.V.C. Ball complete : 102 -do- wt. 2000 gm, 50 mm. 103 P & F PVC Storage Tank (IS:12701 marked indicating the BIS license No.) of approved make with cover, 25 mm dia 1 M long G.I. over-flow pipe & 25 Cm. long wash out pipe with plug & socket, including making connection etc. complete of approved design. 104 2000 litres capacity. 105 Hoisting Charges for each floor : 106 For items 2.261 to 2.26.4 107 P & F 15 mm. Dia Connection pipe of approved quality/make: 108 C.P. Brass Pipe with CP Brass nuts upto length 300 mm. 109 C.P. Brass Pipe with CP Brass nuts upto length 450 mm. 110 Providing and fixing Polyethylene – Aluminium Polyethylene (PE-AL-PE) composite Pressure Pipes U.V. stablised with carbon black conforming to ASTMF – 1282 – 1995 for water supply including cutting and making good the walls etc. 111 Concealed installation including cutting chases and making good the walls etc. complete. 112 2025 (25 mm OD) pipe 113 2532 (32 mm OD) pipe 114 Structural steel work welded in built up sections, trusses and framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete above plinth level up to 4.5 Mtr. height in R.S. Joists flats, tees, angles and channels. 115 Tubewell Connection 116 Excavating trenches of required width for pipe cables, etc. including excavation for sockets and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20 Cm. In depth including consolidating each deposited layer by ramming watering etc. and disposing of surplus excavated soil as directed within a lead of 50 Mtr.: 117 All Kinds of Soil. 118 Pipes cables etc. exceeding 80 mm dia but not exceeding 300 mm dia 119 Providing, lowering, laying and joint trenches, standard lengths HDPE ISImarkedPipeas per IS4984:1995(amendedup to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting jointor flangedjointandspecials jointing pipe by electro fusion welding method, including all taxes ,transportation and freight charges, inspection charges, loading/ unloadingcharges, stackingofpipes, includingcostof labourand material, specials (Tee, bendetc.), satisfactoryhydraulic testing,disinfection, commissioning etc. complete as per technical specificationsanddirectionofEngineer-in-chargeof followingclass and diameter. (excluding earth work) .Note:Providingandfixingofall requisitespecialsasperdrawing, designandlayoutareinclusiveinRMmeasurementoftheitemand shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M .HDPE PE-80PN-10 110 mm Dia 120 Providing, lowering,fixing, aligning in position in pipe line at work site, DI D/FResilient seated (soft seated ) sluice valve(gate valves) vacuum tight(bubble tight) straight and pocket less body passage of approved make of following class & dia complete confirming to BS - EN -1171/ AWWA C-509 and of following specigications: Body & bonnet of Ductile caste iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions , Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality ) and seals of NBR Face to face dimensions as per BS 5163-89/IS 14846/2000 (amended up to date )/Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent ) Electrostatic epoxy powder(EP-P)/Fusion bond epoxy (non - toxic- suitable for drinking water )coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut - Bolt confirming to IS :1363 and IS: 1367 (Galvanised steel )Insertion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves incluiding all jointing & jointing material, labour, testing, and commissioning along with the pipe line as per Technical Specigications and as per direction of Engineer- in-charge.Note: Rates are excluices of tail piece/ dismantling joints and earth work 121 Manually operated resilient seated sluice valves of class PN 1.6 100 mm dia 122 BOQ BASED ONPWD BSRELECTRICAL 2022 123 Internal Electrification 124 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.For specification of copperConductor,Phenolic Laminated sheets & Electrical/ Wiring accessories refer Chapter E - 04, E - 05 & E - 07 For additional technical parameters of product / work refer Annexure A attached with this BSR 125 Long point(up to 10 mtr.) 126 S&F following sizesof ISI marked ( IS:14927 P - II ) virgin materialUPVC trunking along with accessorieslike coupler, inner, outer, elbow, square box, tee, end cap etc. on surfacewithscrews, expansionfastenersas required. For additional technical parameters of product / work refer Annexure A attached with this BSR 127 38 mm x 16 mm 128 50 mm x 16 mm 129 75 mm x 50 mm 130 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. OEM Must have its own in house NABL lab setup for all testing facilities for wires. For additional technical parameters of product / work refer Annexure A attached with this BSR 131 3x 1.5 sq.mm 132 2 x 2.5 sq. mm. + 1x1.5sqmm 133 Providing & Fixing of 240/415 V 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. OEM shall have submitNABL / CPRI / ERDA accrediated lab type test reports& All as per pre approved by Engineer in charge. For additional technical parameters of product / work refer Annexure A attached with this BSR 134 Single pole MCB (With B/C curve tripping Characteristics) 135 6 A to 32 A rating 136 Double pole MCB(With B/C curve tripping Characteristics) 137 50/63 A rating 138 Four pole MCB (With B/C curve tripping Characteristics) 139 50/63 A rating 140 Supplyandinstallationofhigh tensile low carbon steel rod molecularly bonded with 99.9 % Copperthickness (250 microns) andconfirming toUL 467, IS/IEC 62561-2of following size and length and as per point mentioned (a), (b), [c), (d), (e) below :- 141 (a) Bore a hole of dia. 100 mm of required length, Place the rod in the centre of Hole 142 (b)filled with anti corrosiveconductivecompounds with the permanent sealings at both the ends, CPRI/ ERDAtested with RMS capacity of minimum 30 KA for withstanding 1 second .To ensure the moisture content and electrical conductivity, 25 kg for 2000 mm & 50 Kgs for 3000mm of resistance lowering earth enhancement material shall be used as a backfill compound. The compound shall be tested form NABL acredeated labfor lowresistivity ( less than 0.12 Ohm - meter ) & high conductivity in nature with carbon as a major contentas per referance of IS 3043-1987,IEEE 80-2013 (clause 14.5d) , IEEE 837 & IER 1956 with latest amendemnts 143 © Connect the rod with copper Strip/Conductor/Wire with suitable clamp made from tinned copper and SS 304 Bolt 144 (d) Place 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. 145 (d)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. 146 (e) Test certificatesfor confirming above standards from OEM is mandatory. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 147 25 mm thick and 3 Mtr. Long 148 Plate Earthing as per IS:3043 withcopper Earth plate of purity >95% of size 600mm x 600mm x 3.0mm by embodying3 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 . 149 Supply & Laying following size earth stripin horizontal or vertical run in surface by means of Earth strip DMC Insulatorincluding riveting/ soldering/ welding, Jointing shall be done by overlapping and with 2 set of Brass (for Cu strip) / GI (for GI Strip) nut bolt & spring washer spaced at 50cm making connection etc. as required.All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 150 30mm x 5 mm copper strip 151 25mm x 6mm G.I. ( Hot Dipped) Strip 152 25mm x 3mm G.I. ( Hot Dipped) Strip 153 Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed ArrmouredAluminiumcable 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. OEM must have its own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure A attached with this BSR 154 10.0 Sq. mm 155 4 core 156 16.0 Sq. mm 157 4 core 158 25.0 Sq. mm 159 3.5 core 160 P / L of Double wall corrugated HDPE pipe confirming to IS : 16205 P-24, Stiffness Class750 N,Externally corrugated and having smooth surface insidewith HDPE Coupler, Elbow, Teeat required Depth below the ground for laying cable of followingNominal Outer dia.MFR Test reportfrom NABL accrediated is to be submitted.(Excavation of Earth& Back filling with compaction is to be Paid Extra)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 161 50 mm 162 90 mm 163 SITC of IP-42 and general construction confirming to IS:8623 : 1993, wall/ free standing floor mounted dust and vermin proof compartmentalisedcubical panel as specifications andOther parameters requiredas per point (a) ,(b), (c),(d), (e), (f), (g), (h) as below:- 164 (a)Thickness of CRCA sheet shallbe 2.0 mm,cable alley compartments having concealed hinged type doors with key type lock with / withoutdetachable extension type structure. Removable 3 mm. thick sheet steel gland plates with appropriate size of knockouts for cables shall be provided 165 (b)complete panel shall undergo a process of degreasing, Water rinsing, Activation, derusting,pickling in acid bath, phosphatising & shall be subjected to nine tank process and then Powder coated with approved shade of minimum 70 microns on both side of panel.The panel having PE foam/ Neoprene rubber gasket of not less than 3mm thickness ,required hardware , concealed hinged door with key type locking arrangement for equipment/switchgear earthed with 2.5 sq.mm braided copper wire. 166 [c)Interconnection between bus bar and switchgears /cable shall be rigidly supported and made out by flexible copper wires (up to 63 amp ) and by solid bus bar(>63 amp ) . control wiring will be carried out with 1.5 Sq.mm, Earth wire with 2.5 Sq.mm and CT with 2.5 sq.mm flexible copper wire only.All joints / interconnections of copper bus bar shall be dully tinned . Clearance between main bus bar and risers / metal parts shall be at least 10 mm additional to width of bus bar Bus bar is insulated by Heat Shrinkable sleeves . Earth and Neutral bus bar shall be half of the size of phase bus bar. ( Cost of Bus bar/ Flexible wire for Interconnection between Main busbar and Switchgearis to be Paid Extra ) 167 (d)Wiring between components within switchgear and Incoming / outgoing cableshall be done through the terminal block only. Direct connection shall not be permitted. Each terminal block shall be one piece moulded, barrier type, 650 volt grade, complete with washers, heads, studs with two nuts and identification strips and shall have adequate continuous current rating. For tap-offs, adjacent terminals with shorting strips shall be used. 10% Spare terminal blocks shall be provided. Wire identification on marking strip shall correspond to the designation of the wiring diagrams. All wire terminals on the equipment shall also be marked with designation corresponding to those of the wiring diagram. 168 (e)All wiring shall be enclosed in plastic channels and neatly bunched and closed in metering chamber, Wiring between terminals of various devices shall be ‘point to point’ (no wire splitting or tee connections) with wires neatly trucked along the back of the panels, adequately supported to prevent sagging. 169 (f)Floor mounted panel shall be mounted on Base frame of ISMCchannel size 100 x 50 x 5 mm( to be paid Extra ) 170 (g) Tests: The insulation resistance (with 1000 V Megger) and High voltage Power frequency test (by applying a voltage of 2.5KV for one minute) shall be measured between phases, between phase and neutral and between phase and earth. both before and after high voltage power frequency test. The insulation resistance shall not be less than three megaohm. CT Secondary current injection test shall also be carried out. 171 (h) only outer surface area on all sides shall be measured & panel to be fabricated only from CPRI approved fabricator only (CPRI Test certificates to be submitted)All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 172 Supplying and fixing of Aluminium (IEC 60105 ISO 209-1,2) / Copper (IEC 60028) bus bar by means of SMC / DMC type insulatorwith standard short circuit withstand capacity, high tensile nuts and bolts spring washers in existing panel including bending , cutting in required shape and size and colour coding with heat shrinkable PVC sleeves. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 173 Electrolytic grade Aluminium bus bar 6010 grade 174 Providing & Fixing of IS: 13875 & IEC :61326 confirming LED Digital type(up to 500) V range Volt meter / Direct- Ammeter /CT oertated ammeter/ Frequency meter / KWH meter / Multi Function Meter / Power analyzer of class 1 accuracyas per IS : 1248 of size 96mm x 96 mm including making connection by PVC insulated copper conductor with PVC sleeves / channel etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 175 Threephase AMP+HZ+PF+KW+KVA+KVAR+T.ENERGY+THD-I, THD-V & RUN HRS 176 Providing & Fixing of110/220 V, unibody LED Indicatinglamp IEC 60947with integral circuit, IP 65 above panel &IP 20 terminal block, Approx. body dia for panel not less then 20 mm, length min. 50mm, front LED cover dia min.29 mm, contact material phospher bronze for Led, PCB contacts shall be ofbrass (tin plated), impulsedielectric tested for 2.5 KV, Rated insulation resistance shall be 100 M ohm at 500VDCincluding connection etc. as required.All as per pre approved by Engineer in charge. For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 177 Red/yellow/Green colour 178 Blue / white Colour 179 Supply and erection ofGalvanized 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.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 180 Poles with Octagonal Cross Section 181 9 Mtr. 182 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.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 183 Single arm overhang 184 Double arm overhang 185 Providing and Laying RCC Foundation for Octagonal/ Conical Street Light poles, High mast Poles as per Drawing attach at TableP-4with Following Procedure& All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 186 A) Excavation of Pit for Foundation Size upto required depth from Ground level 187 B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete. 188 C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness 189 D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete. 190 E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal 191 F) Providing & Fixing of 2 no. Required SizePLB HDPE Pipe& Foundation Bolt with template as per OEM Recommendations. 192 G) Providing and LayingReinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days. 193 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. 194 Pole Foundation for Octagonal pole from 7 Mtr. To 9 Mtr. 195 Providing & Fixing ofIK08 IP-66 protected high power LED flood light system with single piece Pressure diecast aluminium housing, toughened glass diffuser with suitable lenses on LED to achieve various beam angles,of high power LED of 3 to 5 watt each . Integrated potted driver as a unique BIS R numberhaving efficiency more than 85 % and in compliance to BIS certified and Trade markcertificate. The System level Luminaire efficacy >=125 lm/ wt. LED driver Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety .Power Factor >0.95 , THD(I) <10%, driver current <=750mA. driver should be Phase to phase protection of 440 V for 4 Hrs. Electrical Connector , Surge Protection Min >=4KV internal and 10KV external but inside driver compartment, System life of 50000 Burning hours with 70% of Initial Lumens maintained, CRI>70 and CCT 5700K±355K.Manufactures Word Mark/Name Engraved/Embossing/Screen printing on die cast housing to allow traceability/authenticity. Fixture shall be IS 10322 Complianced.OEM Must have its own in house NABL lab setup for all testing facilities forLED fixtures.(LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 196 High Power LED Flood Light Minimum lumen output 14800 lm 197 Providing & Fixing of Wall mounting / Pedestal type Heavy duty Air Circulator , Double ball bearing and with metal sturdy mesh guard; Aluminium alloy one piece blade and conforming to IS:2997, including fixing with anchor bolts,making connection testing etc. as required. All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 198 450 mm sweep Wall mounting and three speed regulator with Minimum Air Delivery 150 Cum. / Minute 199 Supply & Laying following size B class ,G.I. Pipe confirming to IS : 1239 P - 1 ( 2004 ) with accessories like bend, socket etc.for laying earth conductor/ strip / cable in ground/ surface/ recess as required.All as per pre approved by Engineer in charge.(Earth Excavation will be Paid Extra)All as per pre approved by Engineer in charge.For additional technical parameters of products/ work, refer Annex ure A attached with this BSR . 200 100 mm dia. 201 P/Laying ISI marked P.V.C. insulated submersible cable confirming to(IS:694) and as per IS 8130 : 2013 of 1.1 kV grade . Wire should be made from99.90 % purity copper, stranding in acc. to IS:8130/IEC 60228 forlower watt loss , oxygen freefor 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,existing pipe / open trench / Cable tray / on surface including making connection etc. as required. For additional technical parameters of product / work refer Annexure A attached with this BSR 202 2.5 Sq.mm 3 core flat / Round 203 SITC of Radial / mixed flow ISI marked water and anti-corrosive liquid filled submersible motor pump setssuitable for 100/150mm dia borewell.The size of adopter fixed on top of the motor should exceed the top of coupler , for safegaurd the coupler. The construction material of motor and pump should match IS: 8034 : 2018 and IS: 9283 guideline. The radial flow pumpset should operate at 5 star energy efficiency level of BEE and mixed flow pump set should operate at 3 star energy level of BEE, accompained by valid BEE certificate. Motor should be IE2 class as per IEC 60034-2-1: 2007, IEC 60034-30: 2008,& IS12615:2011with required accessories including making connection suitable for Bore well. The job includes labour part of lowering ofriser pipe G.I./H.D.P.E. with rope, cables & pump, installation of complete fitting and accessories, jointing of electrical cables up to Starter. All labour for testing of submersible pumps set and supply of water to water mains, 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.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 204 150 mm diameter Submersible pump shall havefollowing HP Rating, phase, Head range, Discharge range respectively. 205 10.0 HP, 3-Ø, (91 - 115)Mtr, (285-180) LPM 206 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.For additional technical parameters of products/ work, refer Annexure A attached with this BSR . 207 7.5 HP, 3-Ø, (20-32)Mtr, (1060-900) LPM 208 Providing & Fixing of Recessed/surface mounting heavy duty Enclosure 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 din rail making internal DB terminations with copper lugs, detachable gland plate, including making connections, testing etc. as required.For additional technical parameters of product / work refer Annexure A attached with this BSR 209 Suitable for Six / Eight module for MCB/ RCCB
