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| 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 strata unconsolidated formation such as pebbles, boulders etc. by percussion/rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to 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 | Nominal bore 200 mm dia. |
| 3 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr. |
| 4 | Add 40% extra on above item (Item no 2) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . |
| 5 | Construction of Tube Well from ground level and up to 100 mtr. depth to accommodate housing and assembly pipe in all type of alluvium strata, unconsolidated formation such as pebbles, boulders etc. by percussion/ rotary drilling method as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications for removal of overburden. The work includes the cost of lowering of casing pipe, but excludes the cost of casing pipe. |
| 6 | Nominal bore 200 mm dia. |
| 7 | Add 15% extra on above item (Item No 6) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 8 | Construction of tube well after completion of drilling by rotary /percussion method & up to 100 mtr. depth in all type of rocks by DTH system as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work shall be deemed completed only after obtaining sand free water. The bore well should have a throughout nominal size bore beyond casing pipe. |
| 9 | Nominal bore 200 mm dia. |
| 10 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr. |
| 11 | Construction of tube well from ground level and up to 100 mtr. depth and above of following sizes in all types of soils in alluvium strata, unconsolidated formation such as pebbles, boulders etc. by \\"bailing\\" method and without gravel packing as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work includes formation of cavity at bottom by development with appropriate air compressor or bailer pumping and also lowering of casing pipe but excluding cost of the casing pipe. The tube well should have a throughout bore as per nominal dia of casing pipe. The work would be completed after obtaining sand free water. |
| 12 | Nominal bore 200 mm dia. |
| 13 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr. |
| 14 | Construction of tube well from ground level and up to 100 mtr depth and above to accommodate housing assembly pipe in all type of unconsolidated formation such as pebbles, boulders, collapsible formation etc. by Odex drilling method as per IS: IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housing and strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed after obtaining sand free water. |
| 15 | Nominal bore 200 mm dia. |
| 16 | Add 15% extra on above item for drilling depth beyond 100 mtr, If depth of bore is more than 100 mtr. |
| 17 | Deepening of existing tube well by DTH system beyond existing depth up to 100 mtr. and above in all type of rocks including flushing of tube well and obtainingsand free water. |
| 18 | Nominal bore 200 mm dia. |
| 19 | 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 peramended up to date. |
| 20 | Supplying & Packing P-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. |
| 21 | Development of tube well having depth up to 250 mtr as per IS: 11189- 1985 and IS: 2800 (Part- I)- 1991 (both amended up to date) using suitable methods to give sand free water for required yield of the gravel packed tube well. |
| 22 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amendedup to date of following sizes |
| 23 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 24 | 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. |
| 25 | 200 mm dia nominal bore of 5.4mm thickness |
| 26 | Providing & laying ISI marked GI Pipe Light duty ( “A” class) as per IS: 1239 for casing pipe for submersible cable external work 40 mm dia complete in allrespect. |
| 27 | Supply & Installation of single phase ISI marked submersible motor pump set of three star or better rating of 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. |
| 28 | Up to 2.0 KW |
| 29 | Above 2.0 KW |
| 30 | Supply & Installation of 3 phase ISI marked submersible motor pump set of three star or better rating of 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. |
| 31 | Up to 5.5 KW (7.5 HP) & head up to 120 mtr. |
| 32 | Up to 5.5 KW (7.5 HP) & head above 120 mtr. |
| 33 | 7.5 KW (10 HP) & head up to 120 mtr. |
| 34 | 7.5 KW (10 HP) & head above 120 mtr. |
| 35 | 9.3 KW (12.5 HP) & head up to 120 mtr. |
| 36 | 9.3 KW (12.5 HP) & head above 120 mtr. |
| 37 | 11 KW (15 HP) & head up to 120 mtr. |
| 38 | 11 KW (15 HP) & head above 120 mtr. |
| 39 | 13 KW (17.5 HP) & head up to 120 mtr. |
| 40 | 13 KW (17.5 HP) & head above 120 mtr. |
| 41 | 15 KW (20 HP) and above, head up to 120 mtr. |
| 42 | 15 KW (20 HP) and above, head above 120 mtr. |
| 43 | Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase up to 5 HP, comprising of DOL Starter, MCB, Indicating Light, Ammeter, Volt meter, connection plate, condensers of approved make and the panel enclosure should be made out from 18 gaugeM.S. Sheet with powder coating. Panel size Height 600 mm Width 500 mm depth 250 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 platform. 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 operation of panel should be suitable for on 240 Volt AC Supply. |
| 44 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB, DOL starter, overload relay, ampere meter, volt meter, phase preventer, 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 of minimum size 900 x 600 x 300mm 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 platform. 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. |
| 45 | Up to 5.00 HP |
| 46 | 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 of minimum 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. |
| 47 | Above 5 HP and up to 10 HP |
| 48 | Above 10 HP and up to 15 HP |
| 49 | Above 15 HP and up to 20 HP |
| 50 | Above 20 HP and up to 30 HP |
| 51 | Supply & Fixing of ISI marked three core PVC flat submersible cable as per IS 694:1990 or amended up to date and conductor as per class 5 of IS 8130:1980 including making connection etc. |
| 52 | 3 core 4.0 Sq.mm |
| 53 | 3 core 6.0 Sq.mm |
| 54 | 3 core 10.0 Sq.mm |
| 55 | 3 core 16.0 Sq.mm |
| 56 | 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 make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. |
| 57 | 10.0 Sq.mm, 4 core |
| 58 | 16.0 Sq.mm, 4 core |
| 59 | 25.0 Sq.mm, 3.5 core |
| 60 | 35.0 Sq.mm, 3.5 core |
| 61 | Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 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. |
| 62 | Supply & Fixing M S clamp set of 50x6 mm flat from iron with nuts and bolts etc. for holding the riser pipe assembly of submersible pump set. |
| 63 | Supply & Fixing tube well cover of 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. |
| 64 | 150 mm dia |
| 65 | 200 mm dia |
| 66 | Providing & Lowering in tube well ISI marked GI Pipe medium duty (“B\\" class), Steel tube as per IS:1239 or amended up to date and zinc coating as per IS 4736, threaded and double flanged (welded) on both ends and two number 25x3mm MS flat welded on both ends between pipe & flange, rubber washer &nut bolts etc. complete in all respect. |
| 67 | 32 mm dia |
| 68 | 50 mm dia |
| 69 | Providing & Lowering in tube well ISI marked HDPE pipe as per IS 4984:1995 or amended up to date in PE 80 grade and class PN 10 of following dia. including HDPE/GI fittings and PVC rope confirming to IS 5175:1992 or amended up to date, along with clamping of submersible cable etc. complete in all respect. |
| 70 | 40 mm dia |
| 71 | 50 mm dia |
| 72 | 63 mm dia |
| 73 | 75 mm dia |
| 74 | 90 mm dia |
| 75 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended up to date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with lockingarrangement of following dia. |
| 76 | 50 mm dia |
| 77 | 65 mm dia |
| 78 | 80 mm dia |
| 79 | Providing & Fixing pump safety cage as per specifications or as directed byEngineer in charge. |
| 80 | Providing and Fixing of ISI marked PVC storage tank of following capacity as per IS: 12701-1989 (of approved make) with cover, 25 mm dia. 1 mtr long GI overflow pipe, 25 cm long 25 mm dia washout GI pipe with plug & socket, including P&F 32 mm dia Ball Cock (Float valve) IS 1703 marked with rod and PVC ball complete with brass weight 1000 gm, including P&F 15mm dia CI quarter turn heavy duty Bib Cocks four no's of superior quality and approvedmake, including interconnections complete job. |
| 81 | 1000 litres capacity |
| 82 | 2000 litres capacity |
| 83 | Fabrication & Fixing M.S. Stand of specified class of angle iron L-shaped of 50 mm size with four legs grouted by 300*300*300 mm CC Block M-15 in the ground and all legs tied up with each other through same size of angle iron along with cross bars to support the bottom of 1000 Ltr./ 2000 Ltr. PVC tankcomplete in all respect. |
| 84 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approvedmake of following sizes |
| 85 | 65 mm dia |
| 86 | 80 mm dia |
| 87 | 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. |
| 88 | Supplying & Installing 100 mm diameter sealed diaphragm bourdon type pressure gauge of range 0 to 10 kg. including all jointing material as perspecification with safety cover. |
| 89 | Construction of bore hole for shallow depth tube well from ground level to required depth for following size for all type of relevant strata by percussion/ rotary drilling/ hand boring method excluding cost of casing pipe. The bore hole should be as per nominal bore of PVC casing pipe. The work will becomplete after obtaining sand free water. |
| 90 | 200 mm dia nominal bore |
| 91 | Providing and Lowering of ISI mark PVC-U casing and screen pipe as per IS : 12818 : 2010 or amended up to date having pipe thickness as per IS code suitable for TW and DCB with threading , winding with superior quality of plastic mesh & rope in three layers with end cap complete as per technical specification and direction of Engineer In charge. |
| 92 | Shallow well casing pipe (CS) suitable for depth up to 80 mtr. |
| 93 | 200 mm nominal dia ( internal dia ). |
| 94 | Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250mtr. |
| 95 | 200 mm nominal dia ( internal dia ) |
| 96 | 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.: |
| 97 | Size 300 Cm. dia outside & 300 Cm. depth . |
| 98 | -do- & 240 Cm. Depth |
| 99 | Size 240 Cm. dia outside & 240 Cm. depth |
| 100 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended up to date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, 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 : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.Supply may be in coil or straight length in 6 M/12 M. |
| 101 | HDPE PE-80 PN-6 |
| 102 | 90 mm dia |
| 103 | 110 mm dia |
| 104 | HDPE PE-100 PN-6 |
| 105 | 90 mm dia |
| 106 | 110 mm dia |
| 107 | HDPE PE-80 PN-10 |
| 108 | 90 mm dia |
| 109 | 110 mm dia |
| 110 | HDPE PE-100 PN-10 |
| 111 | 90 mm dia |
| 112 | 110 mm dia |
| 113 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. |
| 114 | MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) |
| 115 | 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 disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:All kinds of soil |
| 116 | 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 .: |
| 117 | Ordinary rock |
| 118 | Hard rock (requiring blasting) |
| 119 | Hard rock(blasting prohibited) |
| 120 | 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. |
| 121 | Bituminous courses |
| 122 | Granular courses |
| 123 | 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. |
| 124 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves straight and pocket less body passage of 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/ FG200 Stem - AISI- 410 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 Insertion rubber of black EPDM 6mm thick . 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. |
| 125 | Manually Operated CI Sluice valve of Class PN-1.0 |
| 126 | 80 mm HW |
| 127 | 100 mm HW |
| 128 | Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. (Material such as Tee/ Tee Clamp/rubber sheet/ CID joints required for inter connection shall be provided by the department free of cost). |
| 129 | In all type Soil |
| 130 | 80 mm to 100 mm |
| 131 | 125 mm to 150 mm |
| 132 | 200 mm to 300 mm |
| 133 | Add on above item no.17 for B.T. Road 5% Each |
| 134 | Add on above item no.17 for CC Road 10% Each |
| 135 | Add on above item no.17 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr 20% Each |
| 136 | P & F Gun-metal Non-return Valve or Check Valve (IS : 778 Make) of approved make, superior quality: |
| 137 | 40mm nominal bore. |
| 138 | Horizontal |
| 139 | 50mm nominal bore. |
| 140 | Horizontal |
| 141 | Maintenance of tubewells which includes round the clock monitoring of tubewells of all sizes, complete repairs / rewinding of submersible pump sets including cost of material 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 sheet as directed by Engineer-in-charge for tubewell per month. |
| 142 | 0.5 HP to 5.0 HP |
| 143 | 6.0 HP to 7.5 HP |
| 144 | 8.0 HP to 10.0 HP |
| 145 | 11.0 HP to 12.5 HP |
| 146 | 13.0 HP to 15.0 HP |
| 147 | Daily/ periodical operation of valves at supply times for specified by department per sluice valve per month. (Valve rod and cap to be arranged by contractor) |
| 148 | 80-300mm |
| 149 | SITC of DOL/Star Delta Starter Digital type Electric Control Feeder Panel with projected canopy for three phase pump set, comprising MCCB, Electronic Protection relay with fault indicators (O/L,UC, Unbalance, E/f, L/R, Phase reversal, Phase loss protection), AC-3 duty power contactor(s), or/and S/D Timer selected as per OEM certified Type-2 Coordination chart of PHED approved makes conforming to IEC 60947-4-1, Voltage monitoring relay (with adjustable under-voltage, over-voltage, phase failure and phase sequence protection), Capacitor 440V AC Heavy duty MPP type capacitor of suitable kVAr rating, multifunction digital meter with three-line display(V,A,F,PF, run hr.), Auxiliary NO+NC contacts, indicating lamps, push buttons, control circuit and contactor coil protection through suitable SP MCB(C curve,10KA), power and control wiring with properly crimped lugs,Al Bus Bar with Colour coated heat shrinkage sleeves lighting arrangement etc complete with internal wiring, testing and commissioning as required. Panel enclosure, IP-55, fabricated from 18-gauge thick TATA/Essar make CRCA sheet, duly treated and powder coated (minimum 70 micron DFT), minimum size 900 × 600 × 300 mm, mounted on MS angle stand (35 × 35 × 5 mm) with four legs of 18\\" length, double door with inbuilt locking system. The legs shall be embedded in M-15 cement concrete platform of minimum 200 mm height above ground level, with base dimensions equal to or larger than the panel base size. The panel shall have a suitable front opening with glass window for installation and reading of energy meter (to be supplied by DISCOM). Suitable for operation on 415V AC supply, complete in all respects as per specifications and direction of Engineer-in-Charge. |
| 150 | Upto 5 HP (DOL type) |
| 151 | Above 5 HP and up to 10 HP (Star Delta type) |
| 152 | Above 10 HP and up to 15 HP (Star Delta type) |
| 153 | Above 15 HP and up to 20 HP (Star Delta type) |
| 154 | Above 20 HP and up to 25 HP (Star Delta type) |
| 155 | Above 20 HP and up to 30 HP (Star Delta type) Please Enable Macros to View BoQ information |
