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| 1 | PHED BSR Item No. 2.1 Construction of tube well from ground level & up to 100 mtr depth to accommodate housing and assembly pipe of following sizes in all type of alluvium strataunconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications, with gravel as per IS:4097-1967 and it\"s packing as per IS: 2800 (Part I & II) 1979 as amended up to date (the work includes the cost of gravel & it\"s primary packing and packing during development, lowering of housing & strainer assembly pipes with supply and wrapping of coir-rope, wherever necessary for arresting fine sand particles and development work, but excluding the cost of housing and strainer pipe assembly). The work would be completed after obtaining sand free water. |
| 2 | BSR-2.1.2 Nominal bore 200 mm dia. |
| 3 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 4 | BSR-2.1.3 Nominal bore 250 mm dia. |
| 5 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 6 | PHED BSR Item No. 2.2 Construction of Tube Well from ground level and upto 100 mtr. depthto accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling methodas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications for removal of overburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe. |
| 7 | BSR-2.2.1 Nominal bore 200 mm dia. |
| 8 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 9 | BSR 2.2.2 Nominal bore 250 mm dia. |
| 10 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 11 | PHED BSR Item No. 2.3 Construction of tube well after completion of drilling by rotary /percussion/odex method & upto 150 mtr. depthin all type of rocks by DTH systemas per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The workshall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. |
| 12 | BSR 2.3.2 Nominal bore 200 mm dia. |
| 13 | Add 15% extra on above item for drilling depth beyond 150 mtr, If depth of Tube well is more than 150 mtr. |
| 14 | PHED BSR Item No. 2.4 Construction of Tube Well up to 100 mtr. depthin all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 andIS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe. |
| 15 | BSR 2.4.2 Nominal bore 200 mm dia. |
| 16 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of Tube well is more than 100 mtr. |
| 17 | PHED BSR Item No. 2.7 Deepening of existing tube well by DTH system beyond existing depth upto 100 mtr. and above in all type of rocks including flushing of tube well and obtaining sand free water. |
| 18 | BSR 2.7.2 Nominal bore 200 mm dia. |
| 19 | PHED BSR Item No. 2.8 Testing verticality of tube well by plumbing system and yield test and draw down test by pumping system as per IS : 2800 (Part – II) – 1979 or as per amended up to date. |
| 20 | PHED BSR Item No. 2.9 Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. |
| 21 | PHED BSR Item No. 2.10 Development of tube well as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable compressor to give sand free water for required yield of the gravel packed tube well. |
| 22 | PHED BSR Item No. 2.11 Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 23 | BSR 2.11.2 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 24 | BSR 2.11.3 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 25 | PHED BSR Item No. 2.12 Labour charges for making slots on blank pipes made of ERW MS black pipe ISI marked of following sizes, the slotting should be as per IS:8110-1985. |
| 26 | BSR 2.12.3 200 mm dia nominal bore of 5.4mm thickness |
| 27 | BSR 2.12.4 250 mm dia nominal bore of 7.1mm thickness |
| 28 | PHED BSR Item No. 2.13 Providing & laying ISI marked GI Pipe “A” class as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. |
| 29 | PHED BSR Item No. 2.15 Supply & Installation of 3 phase ISI marked submersible motor pump set offive star rating by BEE and as per IS: 8034-2018 (pump) and IS 9283-2013 (motor) or as amended up to date of approved make of following duty condition with required accessories including making connection suitable for tube well/DCB. The job includes lowering of motor pump, installation of complete fitting & accessories, jointing of electrical cables up to switch board, testing of submersible pump set and interconnection up to water mains, complete in all respect. |
| 30 | BSR 2.15.1 Up to 5.5 KW (7.5 HP) & head up to 120 mtr. |
| 31 | BSR 2.15.2 Up to 5.5 KW (7.5 HP) & head above 120 mtr. |
| 32 | BSR 2.15.3 7.5 KW (10 HP) & head up to 120 mtr. |
| 33 | BSR 2.15.4 7.5 KW (10 HP) & head above 120 mtr. |
| 34 | BSR 2.15.5 9.3 KW (12.5 HP) & head up to 120 mtr. |
| 35 | BSR 2.15.6 9.3KW (12.5 HP) & head above 120 mtr. |
| 36 | BSR 2.15.7 11 KW (15 HP) & head up to 120 mtr. |
| 37 | BSR 2.15.8 11 KW (15 HP) & head above 120 mtr. |
| 38 | PHED BSR Item No. 2.18 Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay,ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM).All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be ofminimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18\" and double door including in built locking system.The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. |
| 39 | BSR 2.18.1 Above 5 HP and up to 10 HP |
| 40 | BSR 2.18.2 Above 10 HP and up to 15 HP |
| 41 | BSR 2.18.3 Above 15 HP and upto 20 HP |
| 42 | PHED BSR Item No. 2.19 Supply & Fixing of ISI marked three core PVC flat submersible cableas per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980including making connection etc. |
| 43 | BSR 2.19.1 3 core 4.0 Sq.mm |
| 44 | BSR 2.19.2 3 core 6.0 Sq.mm |
| 45 | BSR 2.19.3 3 core 10.0 Sq.mm |
| 46 | BSR 2.19.4 3 core 16.0 Sq.mm |
| 47 | PHED BSR Item No. 2.20 Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved makein ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick underlayer ofsand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. |
| 48 | BSR 2.20.1 10.0 Sq.mm, 4 core |
| 49 | BSR 2.20.2 16.0 Sq.mm, 4 core |
| 50 | BSR 2.20.3 25.0 Sq.mm, 3.5 core |
| 51 | PHED BSR Item No.2.21 Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying3 to 4 mtr. below the ground level with 20 mm dia. G.I. \"B\" class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C.finished chamber covered with hinged type with locking arrangement C.I. Cover,C.I. Frame of size 300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. |
| 52 | PHED BSR Item No.2.23Supply & Fixing tube well coverof MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2\" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. |
| 53 | BSR 2.23.3 200 mm dia |
| 54 | BSR 2.23.4 250 mm dia |
| 55 | PHED BSR Item No.2.24 Providing & Lowering in tube well ISI marked GI Pipe “B\" class as per IS:1239 or amended up to date threaded and double flanged (welded) on both ends and two number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. |
| 56 | BSR 2.24.2 50 mm dia |
| 57 | BSR 2.24.365 mm dia |
| 58 | BSR 2.24.480mm dia |
| 59 | PHED BSR Item No.2.25 Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended upto date in PE 80 grade and class PN 10 of following dia. including HDPE/GIfittingsand PVC rope confirming to IS 5175:1992or amended upto date, along with clampirig of submersible cable etc. complete in all respect. |
| 60 | BSR 2.25.2 50 mm dia |
| 61 | BSR 2.25.3 63 mm dia |
| 62 | BSR 2.25.4 75 mm dia |
| 63 | PHED BSR Item No.2.26 Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material andlabouras per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. |
| 64 | BSR 2.26.1 50 mm dia |
| 65 | BSR 2.26.2 65 mm dia |
| 66 | PHED BSR Item No.2.27Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. |
| 67 | PHED BSR Item No.2.30Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes |
| 68 | BSR 2.30.1 65 mm dia |
| 69 | BSR 2.30.2 80 mm dia |
| 70 | PHED BSR Item No2.31.Proving and Fixing 32 mm dia Full way valve or wheel valve as per IS:778 or amended up to date of approved make, on pump delivery pipe. |
| 71 | PHED BSR Item No.2.32Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg.including all jointing material as per specification with safety cover. |
| 72 | PHED BSR Item No.6.1 Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesof approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 73 | BSR 6.1.1 Manually Operated CI Sluice valve of Class PN-1.0 |
| 74 | BSR 6.1.1.1 80 mm HW |
| 75 | BSR 6.1.1.2 100 mm HW |
| 76 | BSR 6.1.1.3 125 mm HW |
| 77 | BSR 6.1.1.4 150 mm HW |
| 78 | BSR 6.3 Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV)of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amendedup to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. Epoxy(Non-Toxic & suitable for drinking water) applied on body, cover and disc inside and outside . Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft ofSS- AISI- 410 ,Hinge Malleable cast iron / SS AISI 316 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, GasketEPDM/NBR,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick. Suitablesupport structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge.Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 79 | BSR 6.3.1 PN 1.0 |
| 80 | BSR 6.3.1.1 80 mm |
| 81 | BSR 6.3.1.2 100 mm |
| 82 | BSR 6.3.1.3 125 mm |
| 83 | BSR 6.3.1.4 150 mm |
| 84 | BSR 6.3.1.5 200 mm |
| 85 | PHED BSR Item No.6.8 Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (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 specifications: Body & bonnet of Ductile cast 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 vulcanisedrubber 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. Suitablesupport structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
| 86 | BSR 6.8.1 Manually Operated Resilient Seated Sluice Valves of Class PN 1.6 |
| 87 | BSR 6.8.1.1 80 mm dia |
| 88 | BSR 6.8.1.2 100 mm dia |
| 89 | BSR 6.8.1.3 125 mm dia |
| 90 | BSR 6.8.1.4 150 mm dia |
| 91 | PHED BSR Item No1.1. Providing, lowering, |aying in trenches, aligning,*fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesäs per IS:8329-2000 (amendedup todate),withinternalcement mortar lining suitable for pôtablewater with rnbberring (EPDM) joints as per IS: S382-1985 ,including all taxes (Central and I‘dcal), transportationandfreightcharges,inspection charges,loanding/ unloadingcharges, includingcostoflabourandmaterial;specials (Tee, bendetc.)satisfactoryhydraulictesting, disinfection, commissioningetc.completeaspertechnicalspecificationsand direction of Enginee>in-charge. (excluding earth work)Note : Providingand fixing of all requisitespecialsas per drawing,design and layout are inclusive in RM measurementof the item and shall not be paid separately. |
| 92 | BSR 1.1.2 100 MM |
| 93 | BSR 1.1.3 150 MM |
| 94 | PHED BSR Item No1.4Providing, lowering, laying and jointing in trenches,standardlengths HDPEISI marked Pipes as per IS-4984: 1995 (amended upto date)with necessaryjointing material like mechanicalconnestors,i.e.thread/insertjc›int/quickreleasecouplerjoint/compression fitting jointorflangedjointandspecialsjointingpipebyeléctro fusionwelding method,includingalltaxes,transportationand freightcharges,inspectioncharges,loading/ unloadingchai‘ges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer in-charge of following class and diameter. (excluding earth work) . Note : Providingand fixing of ali requisitespecialsas per drawing, design and layout are inclusive in RM measurementof the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. |
| 95 | BSR 1.4.1.3 110 mm dia |
| 96 | PHED BSR 4.1 Earth work in excavation by mechahical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming-of bottoms, depth up to 1.5 Mtr. including taking out the excavatedsoil, and then returning the soil as requiredinlayersnotexceeding20cmindepthincludingconsolidatingeach deposited layer by ramming, watering etc. and disposal of surplus excavatedsoil as directed within a lead of 50 Mtr. including required all safety provisions etc.:AII kinds of soil |
| 97 | PHED BSR Item No.1.15 Providing and fixing of flanged/ plain ended MS Specials made fromMS sheet strips of relevant IS specificationof approved thickness by welding,lowering,laying,aligning,fixinginpositionatalllevel/ depths in trenchescomplete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwith pipelineaspertechnicalspecificationsanddirection of Engineer in-charge. |
| 98 | BSR Item No.1.15.1MS pipespecialsupto600mmdia (withminimum5 mmthickness sheet) |
| 99 | PHED BSR Item No.2.22 Supply & Fixing M S clpmp set of 5Ox6 mm flat from iron with nuts and bolts etc for holding the riser pipe assembly of submersible pump set. |
| 100 | PHED BSR Item No.4.3 Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line 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 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
| 101 | BSR Item No.4.3.1 Ordinary Rock |
| 102 | BSR Item No.4.5 Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
| 103 | BSR Item No.4.6 Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re handling of material/earth to complete the tasks per technical specification and scope of work. |
| 104 | BSR Item No.4.6.1 Bituminous courses |
| 105 | BSR Item No.4.6.2 Granular Courses |
| 106 | BSR Item No.4.7 Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work |
| 107 | BSR Item No.4.8 Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work. |
| 108 | BSR Item No.4.8.1 M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 109 | BSR Item No.4.9 Providing Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. |
| 110 | BSR Item No.4.9.1 60 mm thick |
| 111 | BSR Item No.4.9.2 80 mm thick |
| 112 | BSR Item No.4.9.3 100 mm thick |
| 113 | PHED O&M BSR 2020 Item No.7.4Maintenance of tubewells which includes round the clock monitoring oftubewells of all sizes, completerepairs /rewinding ofsubmersible pumpsets including cost ofmaterial components required to repair pumpsets, starters, meters etc. of electric panel of tube wells, Lowering and unlowering of pumpsets complete in all respect, maintenance of log-books & Histroy sheetas directed by Engineer-in-charge for tubewell per month.(For Urban water Supply Scheme) |
| 114 | BSR Item No. 7.4.1 0 HP to 5 HP |
| 115 | BSR Item No. 7.4.2 6.0 HP to 7.5 HP |
| 116 | BSR Item No. 7.4.3 8.0 HP to 10 HP |
| 117 | BSR Item No. 7.4.4 11 HP to 12.5 HP |
| 118 | BSR Item No. 7.4.5 13 HP to 15 HP |
