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| Sl. No. | Item Description |
| 1 | Based on PHED Amended BSR 2023 & CE (R) PHED Jaipur approved rate and PWD BSR 2022 |
| 2 | (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 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. |
| 3 | (2.1.1) Nominal bore 150 mm dia. |
| 4 | (2.1.2) Nominal bore 200 mm dia. |
| 5 | (2.1.3) Nominal bore 250 mm dia. |
| 6 | (2.1.4) Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and up to 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. |
| 7 | (2.1.5) Add 40% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 200 mtr, rate shall be applicable for only extra depth beyond 200 mtr . |
| 8 | (2.2) Construction of Tube Well from ground level and up to 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 up to date) and technical specifications for removal of overburden. The work includes the cost oflowering of casing pipe, but excludes the cost of casingpipe. |
| 9 | (2.2.1) Nominal bore 200 mm dia. |
| 10 | (2.2.2) Nominal bore 250 mm dia. |
| 11 | (2.2.3) Add 15% extra on above item(Item No 2.2.1 to 2.2.2) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 12 | (2.5) 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 andIS: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. |
| 13 | (2.5.2) Nominal bore 150 mm dia. |
| 14 | (2.5.3) Nominal bore 200 mm dia. |
| 15 | (2.6) 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 andIS:2800 Part II: 1979 (both amended up to date) and technical specifications. The work will include lowering of housingand strainer pipe assembly and casing shoe including cost of casing shoe, but excluding cost of the casing pipe. The work would be completed afterobtaining sand free water. |
| 16 | (2.6.2) Nominal Bore 150 mm dia. |
| 17 | (2.6.3) Nominal bore 200 mm dia. |
| 18 | (2.6.4) Add 15% extra on above item (Item No 2.6.1 to 2.6.3) for drilling depth beyond 100 mtr, rate shall be applicable for only extra depth beyond 100 mtr . |
| 19 | (2.7) 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 obtaining sand free water. |
| 20 | (2.7.1) Nominal bore 150 mm dia. |
| 21 | (2.7.2) Nominal bore 200 mm dia. |
| 22 | (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. |
| 23 | (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. |
| 24 | (2.1) 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. |
| 25 | (2.11) Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes |
| 26 | (2.11.1) 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) |
| 27 | (2.11.2) 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) |
| 28 | (2.11.3) 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) |
| 29 | (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. |
| 30 | (2.12.1) 125 mm dia nominal bore of 4.8 mm thickness |
| 31 | (2.12.2) 150 mm dia nominal bore of 4.8 mm thickness |
| 32 | (2.12.3) 200 mm dia nominal bore of 5.4mm thickness |
| 33 | (2.12.4) 250 mm dia nominal bore of 7.1mm thickness |
| 34 | (2.13) Providing & laying ISI marked GI Pipe Light duty ( “A” class) as perIS: 1239for casing pipe for submersible cable external work 40 mm dia complete in all respect. |
| 35 | (2.14) 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. |
| 36 | (2.14.1) Up to 2.0 KW |
| 37 | (2.14.2) Above 2.0 KW |
| 38 | (2.15) Supply & Installation of 3 phase ISI marked submersible motor pump set ofthree star or better rating of BEEand 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. |
| 39 | (2.15.1)Up to 5.5 KW (7.5 HP) & head up to 120 mtr. |
| 40 | (2.15.2)Up to 5.5 KW (7.5 HP) & head above 120 mtr. |
| 41 | (2.15.3)7.5 KW (10 HP) & head up to 120 mtr. |
| 42 | (2.15.4)7.5 KW (10 HP) & head above 120 mtr. |
| 43 | (2.15.5)9.3 KW (12.5 HP) & head up to 120 mtr. |
| 44 | (2.15.6)9.3KW (12.5 HP) & head above 120 mtr. |
| 45 | (2.15.7)11 KW (15 HP) & head up to 120 mtr. |
| 46 | (2.15.8)11 KW (15 HP) & head above 120 mtr. |
| 47 | (2.15.9)13 KW (17.5 HP) & head up to 120 mtr. |
| 48 | (2.15.10)13 KW (17.5 HP) & head above 120 mtr. |
| 49 | (2.15.11)15 KW (20 HP) and above, head up to 120 mtr. |
| 50 | (2.15.12)15 KW (20 HP) and above, head above 120 mtr. |
| 51 | (2.16) 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 gauge M.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. |
| 52 | (2.17) 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 ofminimum 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. |
| 53 | (2.17.1) Up to 5.00 HP |
| 54 | (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. |
| 55 | (2.18.1) Above 5 HP and up to 10 HP |
| 56 | (2.18.2) Above 10 HP and up to 15 HP |
| 57 | (2.18.3) Above 15 HP and up to 20 HP |
| 58 | (2.18.4) Above 20 HP and up to 30 HP |
| 59 | (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. |
| 60 | (2.19.1) 3 core 4.0 Sq.mm |
| 61 | (2.19.2) 3 core 6.0 Sq.mm |
| 62 | (2.19.3) 3 core 10.0 Sq.mm |
| 63 | (2.19.4) 3 core 16.0 Sq.mm |
| 64 | (2.2) 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. |
| 65 | (2.20.1) 10.0 Sq.mm, 4 core |
| 66 | (2.20.2) 16.0 Sq.mm, 4 core |
| 67 | (2.20.3) 25.0 Sq.mm, 3.5 core |
| 68 | (2.20.4) 35.0 Sq.mm, 3.5 core |
| 69 | (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. |
| 70 | (2.22) 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. |
| 71 | (2.23) Supply & 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. |
| 72 | (2.23.2) 150 mm dia |
| 73 | (2.23.3) 200 mm dia |
| 74 | (2.23.4) 250 mm dia |
| 75 | (2.24) 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 number25x3mm MS flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. |
| 76 | (2.24.1) 32 mm dia |
| 77 | (2.24.2) 50 mm dia |
| 78 | (2.24.3) 65 mm dia |
| 79 | (2.24.4) 80mm dia |
| 80 | (2.25) 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. |
| 81 | (2.25.1) 40 mm dia |
| 82 | (2.25.2) 50 mm dia |
| 83 | (2.25.3) 63 mm dia |
| 84 | (2.25.4) 75 mm dia |
| 85 | (2.25.5) 90 mm dia |
| 86 | (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 up to 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. |
| 87 | (2.26.1) 50 mm dia |
| 88 | (2.26.2) 65 mm dia |
| 89 | (2.26.3) 80 mm dia |
| 90 | (2.27) Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. |
| 91 | (2.28) Providing and Fixing of ISI marked PVC storage tank of following capacityas 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 approved make, including interconnections complete job. |
| 92 | (2.28.1) 1000 litres capacity |
| 93 | (2.28.2) 2000 litres capacity |
| 94 | (2.29) 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 tank complete in all respect. |
| 95 | (2.3) Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes |
| 96 | (2.30.1) 65 mm dia |
| 97 | (2.30.2) 80 mm dia |
| 98 | (2.31) 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. |
| 99 | (2.32) Supplying & 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. |
| 100 | (2.33) 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. Thebore hole should be as per nominal bore of PVC casing pipe. The work will be complete after obtaining sand free water. |
| 101 | (2.33.2) 150 mm dia nominal bore |
| 102 | (2.33.3) 200 mm dia nominal bore |
| 103 | (2.33.4) 250 mm dia nominal bore |
| 104 | (2.34) 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. |
| 105 | (2.34.1) Shallow well casing pipe (CS) suitable for depth up to 80 mtr. |
| 106 | (2.34.1.1) 150 mm nominal dia ( internal dia ). |
| 107 | (2.34.1.2) 200 mm nominal dia ( internal dia ). |
| 108 | (2.34.1.3) 250 mm nominal dia ( internal dia ). |
| 109 | (2.34.2) Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr. |
| 110 | (2.34.2.1) 100 mm nominal dia ( internal dia ) |
| 111 | (2.34.2.2) 125 mm nominal dia ( internal dia ) |
| 112 | (2.34.2.3) 150 mm nominal dia ( internal dia ) |
| 113 | (2.34.2.4) 200 mm nominal dia ( internal dia ) |
| 114 | (2.34.2.5) 250 mm nominal dia ( internal dia ) |
| 115 | Supply of ISI mark AC pressure pipe class 15 manufactured by MAZZA process asperIS:1592-2003oramendeduptodate,forcasingoftubewell for following dia nominal bore, with jointing material PVC coupler as per technical specification and direction of Engineer In charge.125 mm nominal dia |
| 116 | 150 mm nominal dia |
| 117 | 200 mm nominal dia |
| 118 | 250 mm nominal dia |
| 119 | 300 mm nominal dia |
| 120 | (2.36) Making slots of hole size and Nos. as directed by EIC in AC pressure pipe Class 15 as per technical specification for using slotted pipe in TW casing. |
| 121 | (1.4) Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI 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 byelectro 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. |
| 122 | (1.4.1) HDPE PE-80PN-6 |
| 123 | (1.4.1.2) 75 mm dia |
| 124 | (1.4.1.3) 90 mm dia |
| 125 | (1.4.1.4) 110 mm dia |
| 126 | (1.5) Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI 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 butt fusion/ 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 of pipe shall be in straight length in 6/12 M. |
| 127 | (1.5.1) HDPE PE-80PN-6 |
| 128 | (1.5.1.1) 125 mm dia |
| 129 | (1.5.1.2) 140 mm dia |
| 130 | (1.15) 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,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
| 131 | (1.15.1) MS pipespecialsup to600mmdia (withminimum5mmthickness sheet) |
| 132 | (4.1) 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 |
| 133 | (4.2) Add extra for trenches for every additional lift over item no 4.1 |
| 134 | (4.2.1) Above 1.5 mtr and up to 3.0 mtr. |
| 135 | (4.2.2) Above 3.0 mtr and up to 4.5 mtr. |
| 136 | (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 consolidatingeachdepositedlayerbyramming,wateringetc.andstacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .:Ordinary rock |
| 137 | Add extra for trenches for every additional lift over item no 4.3 |
| 138 | Above 1.5 mtr and up to 3.0 mtr. |
| 139 | Above 3.0 mtr and up to 4.5 mtr. |
| 140 | (4.5) Dismantling of cement concrete pavement for pipe line 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 madeas 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. |
| 141 | (4.6) Dismantling of flexible pavement for pipe line 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 madeas 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. |
| 142 | (4.6.1) Bituminous courses |
| 143 | (4.6.2) Granular courses |
| 144 | (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 madeas 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. |
| 145 | (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 madeas 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. |
| 146 | (4.8.1) M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 147 | (4.8.2) Plain cement concrete pavementof M-30 Grade |
| 148 | (4.9) 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 minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured 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: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
| 149 | (4.9.1) 60 mm thick. |
| 150 | (4.9.2) 80 mm thick. |
| 151 | (4.9.3) 100 mm thick |
| 152 | (4.12) Removing& Re-fixing of Bricks Kharbanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead upto 50 mtr. The Bricksinterlockingbe laid on average 12 mm thick bed of mud mortar and the joints to be filled with pointing in cement mortar 1:3. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the direction of Engineer in charge. The rates are inclusive of fixing of minimum 70 percent reusable Bricks and cost of required newFirst class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, alllead and lift as per Technical Specifications and direction of Engineer in Charge. |
| 153 | (4.12.1) Horizontal aligned Bricks |
| 154 | (4.12.2) Vertical aligned Bricks |
| 155 | (6.1) Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight 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/ FG200Stem - 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 steelInsertion 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. |
| 156 | (6.1.1) Manually Operated CI Sluice valve of Class PN-1.0 |
| 157 | (6.1.1.1) 80 mm HW |
| 158 | (6.1.1.2) 100 mm HW |
| 159 | (6.1.1.3) 125 mm HW |
| 160 | (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. |
| 161 | (6.3.1) Class PN 1.0 |
| 162 | (6.3.1.1) 80 mm dia |
| 163 | (6.3.1.2) 100 mm dia |
| 164 | (6.3.1.3) 125 mm dia |
| 165 | (6.4) Providing, lowering, aligning, fixing in position in pipe line, CIdouble flangedDual plate check valve of approved make of following Pressure rating & dia complete,as per API: 594/ API: 598 and of following specifications:Body & Cover of Grey cast iron ofIS:210/ FG200 , Disc / plates - Cast steel ,Disc seal ring of EPDM/ NBR (food grade quality) ,Body seat of SS ,Face to face dimensions as per API: 594 ,Flanges Drilled as per IS:1538.Epoxy (Non-Toxic & suitable for drinking water) applied on body & coverinside and outside . Shaft/Stop Pin of SS- AISI- 304/410 , Hinge SS AISI 316/304 / CS ,SpringSS AISI 316/304 , Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR \"O \"ring seal.Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) ,Insertion rubber of black EPDM 6mm thick . Suitablesupport structure as per directions of EICincluding 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. |
| 166 | (6.4.1) Class PN 1.0 |
| 167 | (6.4.1.1) 80 mm dia |
| 168 | (6.4.1.2) 100 mm dia |
| 169 | (6.4.1.3) 125 mm dia |
| 170 | (6.17) Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
| 171 | (6.17.1) 80 mm dia |
| 172 | (6.17.2) 100 mm dia. |
| 173 | (6.17.3) 125 mm dia. |
| 174 | (9.1) Construction of RCC Sluice valve chamber for different type of valves including earthwork excavation, 100mm PCC M15as leveling course, RCC M25 grade for base slab, side wall & cover slab , including cost of steel reinforcement , form work, Pre-cast, Plastic encapsulated CI/MS Foot Rest, MS flats for the support of pre-cast, proper curing of concrete work complete in all respect as perspecifications and standard drawings and as directed by Engineer-in-Charge. |
| 175 | (9.1.2) For Class-A loading |
| 176 | (9.1.2.1) Sluice valve chamber of size1.13m x0.85m x1.27m for pipe size-upto100mm |
| 177 | (9.1.2.2) Sluice valve chamber of size1.17m x0.95m x1.415mfor pipe size-from 125-to-150mm |
| 178 | (9.1.3) For in-campus Valve Chambers |
| 179 | (9.1.3.1) Sluice valve chamber of size1.13m x0.85m x1.225mfor pipe size-upto100mm |
| 180 | (9.1.3.2) Sluice valve chamber of size1.17m x0.95m x1.37mfor pipe size-from 125-to-150mm |
| 181 | (Approved by CE (R) PHED Jaipur vide letter no. 1006-1008/. 15.5.2022) PVC Moulded couplter Prioviding and fixing unplasticised- PVC moulded couplet (for jointing AC pipe provided by department) conforming to IS:1359 type A including jointing with seal ring conforming to IS: 583 as per IS-1592-2003 or amended upto date for casing of tube well for following dia nominal bore, as per technical specification and direction of Engineer in charges. |
| 182 | (1.1) 200mm dia |
| 183 | (1.2) 250mm dia |
| 184 | PWD(3.1.2)Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominal size). |
| 185 | PWD(9.12.1)Providing and fixing 1mm thick M.S. sheet garrage door shutters with frame of 40 x 40 x 6mm. angle iron 3mm M.S. gusset plates at the junction and corners including all fittings and applying a coat of approved steel primer : (Excluding cost of frames) Using M.S. angles 40 x 40 x 6mm for diagonal braces. |
| 186 | PWD(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 |
| 187 | PWD(12.62)Lettering with black Japan paint of approved brand and manufacture. |
| 188 | (8.3)Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
| 189 | Maintenance of pipelines irrespective of size & materialwhich includes Repairing of Bursts & leakages pollution control, survey & removal of choking, disconnection of illegal connections,Collection & recording minimum 10 nos. residual chlorine samples during daily supply timings, interconnections and all works related to pipeline network in existing distribution /rising main pipe lines of all sizes by digging out suitable size of pit in soft and loose soil/ hard soil including cutting of Black top, WBM & CC top of road of any size at work site. This will also include cutting of pipe ends, fixing of pipe piece with jointing material to make repair leak proof and then refilling of excavated tench / pit / road shall be done properly i.e after a layer of 20 cm with proper watering and ramming in layers. For entirejobcontractorwillusetheir own T & P. Contractor with his own resources shall arrange de-watering,JCB & Tractor compressor if any and restore any amenity at his own cost damaged while performing the work in this item. The work includes daily patrolling and repair the leakages within stipulated time and complete maintenance of pipe line network of rising and distribution pipeline network within the scope of work for per km pipe line per month. Jointing material shall be provided by the department. |
| 190 | Minimum labour for a following kms pipelines to be deployed. |
| 191 | 1 km to 50 km -one fitter-II & one beldar |
| 192 | 51 km to 100 km - one fitter-II & Two beldar |
| 193 | 101 km to 200 km - Two fitter-II & Four beldar |
| 194 | 201km to 300 km - Three fitter-II & Six beldar |
| 195 | 301 km to 400 km - Four fitter-II & Eight beldar |
| 196 | 401 km to 500 km - Five fitter-II & Ten beldar |
| 197 | Sr.No. 191 to 196 |
| 198 | Maintenance of tubewells which includescompleterepairs /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 Histroy sheetas directed by Engineer-in-charge for tubewell per month. |
| 199 | 0.5 HP to 5.0 HP |
| 200 | 6.0 HP to 7.5 HP |
| 201 | 8.0 HP to 10.0 HP |
| 202 | 11.0 HP to 12.5 HP |
| 203 | 13.0 HP to 15.0 HP |
| 204 | 16.0 HP to 25.0 HP |
| 205 | 26.0 HP to 45.0 HP |
| 206 | Maintenance 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.(ForRural Scheme where three phase electric supply is up to 8 hrs) |
| 207 | 0.5 HP to 5.0 HP |
| 208 | 6.0 HP to 7.5 HP |
| 209 | 8.0 HP to 10.0 HP |
| 210 | 11.0 HP to 12.5 HP |
| 211 | 13.0 HP to 15.0 HP |
| 212 | 16.0 HP to 25.0 HP |
| 213 | 26.0 HP to 45.0 HP |
| 214 | Maintenance 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) |
| 215 | 0.5 HP to 5.0 HP |
| 216 | 6.0 HP to 7.5 HP |
| 217 | 8.0 HP to 10.0 HP |
| 218 | 11.0 HP to 12.5 HP |
| 219 | 13.0 HP to 15.0 HP |
| 220 | 16.0 HP to 25.0 HP |
| 221 | 26.0 HP to 45.0 HP |
| 222 | Daily/ periodical operation ofvalves at supply times for specified by department per sluice valve per month.(Valve rod and cap to be arranged by contractor) |
| 223 | 80-300mm |
| 224 | 350mm-800mm |
| 225 | Running expenditure of pumphouses which includes completeoperation of pumpmotor , maintenance of log-books as directed by Engineer-in-charge, general upkeeping of premises, security arrangements, Regular chemical dosing in CWR, cleaning and desilting of SR/CWR/SUMP once every six months, daily valve operation under the Campus of pump house and all other works as mentioned in scope of work in tender document for per pump house per month. (power supply minimum 16 hrs)(excluding repairing of pumping machinery etc.) |
| 226 | Upto 100 HP |
| 227 | Above 100 HP to 200 HP |
| 228 | Above 200 HP |
| 229 | Running expenditure of pumphouses which includes completeoperation of pumpmotor , maintenance of log-books as directed by Engineer-in-charge, general upkeeping of premises, security arrangements, Regular chemical dosing in CWR, cleaning and desilting of SR/CWR/SUMP once every six months, daily valve operation under the Campus of pump house and all other works as mentioned in scope of work in tender document for per pump house per month. (power supply up to 8 hrs)(excluding repairing of pumping machinery etc.) |
| 230 | Upto 50 HP |
| 231 | Maintenance ofcentrifugal pump sets and motor/ Monoblock including cost ofrewinding of motor, material components & accessories required to repair pumpsets, starters etc. of electric panels, deinstallation and re installation of pumpsets complete in all respect for per Centrifugal pump set with pannel per month.maintenance ofhistroy sheetas directed by Engineer-in-charge for centrifugal pump set per month.Operated load of Centrifugal Pump sets (HP) |
| 232 | 0.5 HP to 2.5 HP |
| 233 | 3.0 HP to 5.0 HP |
| 234 | 6.0 HP to 12.5 HP |
| 235 | 13.0 HP to 20.0 HP |
| 236 | 21.0 HP to 30.0 HP |
| 237 | 31.0 HP to 40.0 HP |
| 238 | 41.0 HP to 50.0 HP |
| 239 | 51.0 HP to 60.0 HP |
| 240 | 61.0 HP to 70.0 HP |
| 241 | 71.0 HP to 80.0 HP |
| 242 | 81.0 HP to 100.0 HP |
| 243 | 101.0 HP to 125.0 HP |
| 244 | 126.0 HP to 150.0 HP |
| 245 | 151.0 HP to 200.0 HP |
| 246 | 201.0 HP to 250.0 HP |
| 247 | 251.0 HP to 300.0 HP |
| 248 | 301.0 HP to 350.0 HP |
| 249 | 351.0 HP to 400.0 HP |
| 250 | Mantainanceof Handpump(only labour Work) including MinorRepair(Replacement or Repair of Chain, Handle, Handle Assembly, Water Tank, Bearing, Greasing etc.including welding and lathe work if any.) and Major Repair with unlowering and lowering of 32/ 50 mm GI pipes assembly. Work also includes transportation of all material from store to work point and depositing unservicable material to store. Work can be done by lowering machine/ chain pulley/ any other system. All handpump are in operational condition Certificate shall be submitted duly Signed by Sec/patwari/SarpanchRate Rs Per Month Per Handpump |
| 251 | Disconnection of water connection from existing pipe line in all type of soils up to 1.5 mtr depth by digging out suitable size of pit at site of work, with cutting of service line and refixing of clamp revolving it 180 degreethen refilling of excavated tench / pit / road shall be done properly i.e after a layer of 20 cm with proper watering and ramming in layers for entire job contractor will use his own T&P & labour. |
| 252 | Add on above item no. 1.7 for B.T. Road |
| 253 | Add on above item no. 1.7 for CC Road. Pit in CC Road shall be cut in optimum size through CC cutter Machine only. |
| 254 | Add on above item no. 1.7 if depth of pipe line is above 1.5 mtr and up to 3.0 mtr |
| 255 | PWD BSR 2022/B/1.8 : Earth work in excavation by mechanical means (Hydraulic Excavator)/ manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil and depositing and refilling of jhiri with watering & ramming and disposal of surplus excavated soil as directed with in a lead of 50 meter.All kinds of soils |
| 256 | PWD BSR 2022/B/3.2.3 : 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 1:2:4 (1Cement :2 Course Sand 4 Graded stone aggregate 20 mm nominal size |
| 257 | PWD BSR 2022/B/11.3.2 : 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. :75mmthickwith20mmthicknominalsizeaggregate. |
| 258 | PWD BSR 2022/B/13.1 : Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead With cement mortar 1 :4 ( 1 cement : 4 coarse sand) |
| 259 | PWD BSR 2022/B/6.1.6 : Random Rubble stone masonary for foundation and plinth in Cement Sand Mortar above 30 Cm. thick wall in : Cement Mortar 1:6 (1-Cement:6-Sand). |
| 260 | PWD BSR 2022/B/6.2.6 : Random Rubble stone masonary for superstructure above plinth level one storey height above 30 Cm. thick walls in : Cement Mortar 1:6 (1-Cement:6-Sand). |
| 261 | PWD BSR 2022/B/6.59 : Supplying and fixing 7 to 8 cm thick soorsagar stone chajja outer and inner corner complete 3 lines fine dressed including cutting & moulding weather dripped (both sides dressed) : (A) For white Ashlar stone outer corner |
| 262 | PWD BSR 2022/B/13.14.2 : Cement plaster 1:3 under old stone slabs with admixture (gur,nails,binding wire to mesh and scraping scales & dressing joints of slabs complete. Proofing above 25 mm thickness& upto 60 mm thickness |
| 263 | PWD BSR 2022/B/6.17 : Supplying and fixing in walls machine cut and polished stone shelves, tands andin CM 1:3 with machine cut edges : |
| 264 | PWD BSR 2022/B/6.17.1 : Sand or other approved stone 25mm thick. |
| 265 | PWD BSR 2022/B/13.12 : Repair to stone masonary in cement sand mortar 1:6 with old and new stone. |
| 266 | PWD BSR 2022/B/9.27 : Providing and fixing Square bars or other flat welded to window, ventilators etc. |
| 267 | PWD BSR 2022/B/11.18.1 :Kota stone slab flooring 25 mm thick over 20 mm (average) thickbase laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing completewith base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : For area of each slab from 901 to 2000 Sq.Cm : |
| 268 | PWD BSR 2022/B/9.13 : Supplying and fixing rolling shutters of approved make, made of 80 x 1.25mm. M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including cost of spring hooks, providing and fixing necessary 25.3cm. long wire springs grade No. 2 and M.S. top cover 1.25mm thick for rolling shutters as per design & IS 6248- 1979. (Clear openable area to be measured for payment). |
| 269 | PWD BSR 2022/B/12.41.2 :Finishing wall with water proofing cement paint of approved brand and manufacture and or required shadetogive an even shade including all scaffolding:Old work (One or more coats). |
| 270 | PWD BSR 2019/B/15.34 : Treatment of roof leakage by paste consists of waxes and chemicals as per manufactures as specification including cleaning of surface spreading the paste over the leaking surface etc. complete. |
| 271 | PWD BSR 2022/B/12.34.1 : White washing with whiting to give an even shade including all scaffolding : |
| 272 | New work (three or more coats). |
| 273 | PWD BSR 2022/S/1.36.2 : 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 25 mm G.I. waste pipe complete including cutting & making good the wall :Size 510 mm x 440 mm |
| 274 | PWD BSR 2022/S/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 |
| 275 | PWD BSR 2022/S/2.26.5 : 1000 litres capacity. |
| 276 | RUIDP BSR /41.1 : Wiring of light point / fan point / exhaust fan point / call bell point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved make in double lock/ ISI marked single lock pvc casing capping & it\"s accessories, 18 SWG M.S.box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zincplated / brass screws, cup washers , making connections, testing etc. as required. |
| 277 | RUIDP BSR / 41.1.1 : Short point (up to 3 mtr.) |
| 278 | RUIDP BSR / 41.1.2 : Medium point (up to 6 mtr.) |
| 279 | RUIDP BSR / 41.1.3 : Long point (up to 10 mtr..) |
| 280 | RUIDP BSR / 41.3 : Wiring of 3 pin 6 amp. Light plug point with 1.5 sq. mm FR PVC insulated unsheathed 1.1 kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated unsheathed 1.1 kV grade copper earth conductor (IS:694) of approved make double lock/ ISI marked single lock pvc casing capping & it\"s accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & falce ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. |
| 281 | RUIDP BSR / 41.3.1 : On board |
| 282 | RUIDP BSR / 41.3.2 : Short point (up to 3 mtr.) |
| 283 | RUIDP BSR / 41.3.3 : Medium point (up to 6 mtr.) |
| 284 | RUIDP BSR 55.4 : P & F double ball bearing capacitor start ceiling fan of approved make complete with regulator and otheraccessories as required. (for estimation purpose only) |
| 285 | RUIDP BSR 55.4.3 : 1200 mm sweep |
| 286 | PWD BSR 202/B/9.8: Providing and fixing steel gate, grating , and grills made of angles, tees, square bars, flats,or black pipe with holdfast and fittings complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide |
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