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| 1 | Construction of Tube Well (2023) |
| 2 | 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. (2.1) |
| 3 | Nominal bore 150 mm dia.(2.1.1) |
| 4 | Nominal bore 200 mm dia.(2.1.2) |
| 5 | Nominal bore 250 mm dia. (2.1.3) |
| 6 | Add 15% extra on above item (Item no 2.1.1 to 2.1.3) for drilling depth beyond 100 mtr and upto 200 mtr, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr.(2.1.4) |
| 7 | 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 . (2.1.5) |
| 8 | 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. (2.2) |
| 9 | Nominal bore 200 mm dia.(2.2.1) |
| 10 | Nominal bore 250 mm dia.(2.2.2) |
| 11 | Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. (2.3.3) |
| 12 | Construction of tube well after completion of drilling by rotary /percussion method & upto 100 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. |
| 13 | Nominal bore 150 mm dia. |
| 14 | Nominal bore 200 mm dia. |
| 15 | Add 15% extra on above item (Item No 2.3.1 to 2.3.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. (2.3.3) |
| 16 | Add 30% extra on above item(Item No 2.3.1 to 2.3.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . (2.3.4) |
| 17 | Add 15% extra on above item (Item No 2.3.1 to 2.3.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excluding the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. (2.3.5) |
| 18 | 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 through out bore as per nominal dia of casing pipe.(2.4) |
| 19 | Nominal bore 150 mm dia. (2.4.1) |
| 20 | Nominal bore 200 mm dia. (2.4.2) |
| 21 | Add 15% extra on above item (Item No 2.4.1 to 2.4.2) for drilling depth beyond 100 mtr and up to 200 mtr from ground level, rate shall be applicable for only extra depth beyond 100 mtr and up to 200 mtr. (2.4.3) |
| 22 | Add 30% extra on above item(Item No 2.4.1 to 2.4.2) for drilling depth beyond 200 mtr and from ground level, rate shall be applicable for only extra depth beyond 200 mtr . (2.4.4) |
| 23 | Add 15% extra on above item (Item No 2.4.1 to 2.4.4) for drilling, where strata is collapsible and lowering of casing pipe is required . The work includes lowering of casing pipe, but excudign the cost of casing pipe. The rate shall be applicable for stretch of collapsible strata only. (2.4.5) |
| 24 | 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.(2.5) |
| 25 | Nominal bore 150 mm dia. (2.5.1) |
| 26 | Nominal bore 200 mm dia. (2.5.2) |
| 27 | Nominal bore 250 mm dia. (2.5.2) |
| 28 | 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 (2.6) |
| 29 | Nominal bore 125 mm dia.(2.6.1) |
| 30 | Nominal Bore 150 mm dia (2.6.2) |
| 31 | Nominal bore 200 mm dia (2.6.3) |
| 32 | 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 . |
| 33 | 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. (2.7) |
| 34 | Nominal bore 150 mm dia. (2.7.1) |
| 35 | Nominal bore 200 mm dia.(2.7.2) |
| 36 | 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. (2.8) |
| 37 | Supplying & PackingP-gravel suitable for slot size/mesh size as suggested in IS 2800 (Part-1) 1991 or as per amended up to date. (2.9) |
| 38 | 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. (2.10) |
| 39 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to dateoffollowing sizes (2.11) |
| 40 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) (2.11.1) |
| 41 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (2.11.2) |
| 42 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) (2.11.3) |
| 43 | 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. (2.12) |
| 44 | 125 mm dia nominal bore of 4.8 mm thickness. (2.12.1) |
| 45 | 150 mm dia nominal bore of 4.8 mm thickness(2.12.2) |
| 46 | 200 mm dia nominal bore of 5.4mm thickness. (2.12.3) |
| 47 | 250 mm dia nominal bore of 7.1mm thickness. (2.12.4) |
| 48 | 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. (2.13) |
| 49 | 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. (2.14) |
| 50 | Up to 2.0 KW |
| 51 | Above 2.0 KW |
| 52 | 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. (2.15) |
| 53 | Up to 5.5 KW (7.5 HP) & head up to 120 mtr. (2.15.1) |
| 54 | Up to 5.5 KW (7.5 HP) & head above 120 mtr. (2.15.2) |
| 55 | 7.5 KW (10 HP) & head up to 120 mtr. (2.15.3) |
| 56 | 7.5 KW (10 HP) & head above 120 mtr. (2.15.4) |
| 57 | 9.3 KW (12.5 HP) & head up to 120 mtr. (2.15.5) |
| 58 | 9.3KW (12.5 HP) & head above 120 mtr. (2.15.6) |
| 59 | 11 KW (15 HP) & head up to 120 mtr. (2.15.7) |
| 60 | 11 KW (15 HP) & head above 120 mtr. (2.15.8) |
| 61 | 13 KW (17.5 HP) & head up to 120 mtr. (2.15.9) |
| 62 | 13 KW (17.5 HP) & head above 120 mtr. (2.15.10) |
| 63 | 15 KW (20 HP) and above, head up to 120 mtr. (2.15.11) |
| 64 | 15 KW (20 HP) and above, head above 120 mtr. (2.15.12) |
| 65 | Supply and Fixing of Electric feeder panel (having projected canopy)for submersible pump set Single phase upto 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. (2.16) |
| 66 | 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. (2.17) |
| 67 | Up to 5.00 HP(2.17.1) |
| 68 | 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. (2.18) |
| 69 | Above 5 HP and up to 10 HP (2.18.1) |
| 70 | Above 10 HP and up to 15 HP (2.18.2) |
| 71 | Above 15 HP(2.18.3) |
| 72 | 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. (2.19) |
| 73 | 3 core 4.0 Sq.mm (2.19.1) |
| 74 | 3 core 6.0 Sq.mm (2.19.2) |
| 75 | 3 core 10.0 Sq.mm (2.19.3) |
| 76 | 3 core 16.0 Sq.mm (2.19.4) |
| 77 | 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.(2.20) |
| 78 | 10.0 Sq.mm, 4 core (2.20.1) |
| 79 | 16.0 Sq.mm, 4 core (2.20.2) |
| 80 | 25.0 Sq.mm, 3.5 core (2.20.3) |
| 81 | 35.0 Sq.mm, 3.5 core (2.20.4) |
| 82 | 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. (2.21) |
| 83 | 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. (2.22) |
| 84 | 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.(2.23) |
| 85 | 125 mm dia (2.23.1) |
| 86 | 150 mm dia (2.23.2) |
| 87 | 200 mm dia (2.23.3) |
| 88 | 250 mm dia (2.23.4) |
| 89 | 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. (2.24) |
| 90 | 32 mm dia (2.24.1) |
| 91 | 50 mm dia (2.24.2) |
| 92 | 65 mm dia (2.24.3) |
| 93 | 80mm dia (2.24.4) |
| 94 | 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/GI fittings and PVC rope confirming to IS 5175:1992 or amended upto date, along with clamping of submersible cable etc. complete in all respect.(2.25) |
| 95 | 40 mm dia (2.25.1) |
| 96 | 50 mm dia (2.25.2) |
| 97 | 63 mm dia (2.25.3) |
| 98 | 75 mm dia (2.25.4) |
| 99 | 90 mm dia (2.25.5) |
| 100 | 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.(2.26) |
| 101 | 50 mm dia (2.26.1) |
| 102 | 65 mm dia (2.26.2) |
| 103 | 80 mm dia (2.26.3) |
| 104 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. (2.27) |
| 105 | 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 nos of superior quality and approved make, including interconnections complete job. (2.28) |
| 106 | 1000 litres capacity (2.28.1) |
| 107 | 2000 litres capacity (2.28.2) |
| 108 | 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. (2.29) |
| 109 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes (2.30) |
| 110 | 65 mm dia (2.30.1) |
| 111 | 80 mm dia (2.30.2) |
| 112 | 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. (2.31) |
| 113 | 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. (2.32) |
| 114 | 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 be complete after obtaining sand free water.(2.33) |
| 115 | 125 mm dia nominal bore (2.33.1) |
| 116 | 150 mm dia nominal bore (2.33.2) |
| 117 | 200 mm dia nominal bore (2.33.3) |
| 118 | 250 mm dia nominal bore (2.33.4) |
| 119 | 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. (2.34) |
| 120 | Shallow well casing pipe (CS) suitable for depth up to 80 mtr (2.34.1) |
| 121 | 150 mm nominal dia ( internal dia ). (2.34.1.1) |
| 122 | 200 mm nominal dia ( internal dia ). (2.34.1.2) |
| 123 | 250 mm nominal dia ( internal dia ).(2.34.1.3) |
| 124 | Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr. (2.34.2) |
| 125 | 100 mm nominal dia ( internal dia ) (2.34.2.1) |
| 126 | 125 mm nominal dia ( internal dia ) (2.34.2.2) |
| 127 | 150 mm nominal dia ( internal dia )(2.34.2.3) |
| 128 | 200 mm nominal dia ( internal dia ) (2.34.2.4) |
| 129 | 250 mm nominal dia ( internal dia )(2.34.2.5) |
| 130 | Supply of ISI mark AC pressure pipe class 15 manufactured by MAZZA process as per IS:1592-2003 or amended up to date, for casing of tube well for following dia nominal bore, with jointing material PVC coupler as per technical specification and direction of Engineer In charge. (2.35) |
| 131 | 125 mm nominal dia(2.35.1) |
| 132 | 150 mm nominal dia (2.35.2) |
| 133 | 200 mm nominal dia (2.35.3) |
| 134 | 250 mm nominal dia (2.35.4) |
| 135 | 300 mm nominal dia (2.35.5) |
| 136 | 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 (2.36) |
| 137 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7 gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar liningsuitable forpotablewaterwithrubberring (EPDM) jointsas perIS:5382-1985includingalltaxes(Centralandlocal), transportation and freight charges, inspection charges, loading/ unloadingcharges, includingcostoflabourandmaterial,specials (Tee,bendetc.)satisfactoryhydraulictesting,disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note:Providingandfixingofallrequisitespecialsasperdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. (1.1 |
| 138 | 80 mm (1.1.1) |
| 139 | 100 mm (1.1.2) |
| 140 | 150 mm (1.1.3) |
| 141 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing DuctileIron (DI) ISImarked K-9gradeS&Spipes asper IS:8329-2000 (amendeduptodate),withinternalcementmortar liningsuitable forpotablewaterwithrubberring (EPDM) jointsas perIS:5382-1985includingalltaxes(Centralandlocal), transportation and freight charges, inspection charges, loading/ unloadingcharges, includingcostoflabourandmaterial,specials (Tee,bendetc.)satisfactoryhydraulictesting,disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work)Note:Providingandfixingofallrequisitespecialsasperdrawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.(1.2) |
| 142 | 100 mm (1.2.1) |
| 143 | 150 mm (1.2.2) |
| 144 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523- 2000 or as amended up to date,suchastees,bends, tapers,caps etc.withintrenches inDIpipe line completeincluding all material, labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). (1.3) |
| 145 | A/S Tee , Bend, Reducer (All End Socketed) (1.3.1) |
| 146 | Upto 300 mm Diameter (1.3.1.1) |
| 147 | All end Flanged (1.3.2) |
| 148 | Upto 300 mm Diameter (1.3.2.1) |
| 149 | Single Flange/MJ Collar (1.3.3) |
| 150 | Upto 300 mm Diameter (1.3.3.1) |
| 151 | Double Flange Pipe (upto 1 mtr. length) (1.3.4) |
| 152 | Upto 300 mm Diameter (1.3.4.1) |
| 153 | HDPE PIPES |
| 154 | Providing,lowering,layingandjointing intrenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) withnecessaryjointingmateriallikemechanicalconnectors,i.e.thread/insertjoint/quickreleasecouplerjoint/compression fittingjointorflangedjointandspecialsjointingpipeby 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:Providingandfixingofallrequisitespecialsasperdrawing, 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. (1.4) |
| 155 | HDPE PE-80PN-6 (1.4.1) |
| 156 | 75 mm dia (1.4.1.1) |
| 157 | 90 mm dia (1.4.1.2) |
| 158 | 110 mm dia (1.4.1.3) |
| 159 | HDPE PE-80PN-10 (1.4.3) |
| 160 | 90 mm dia (1.4.3.1) |
| 161 | 110 mm dia (1.4.2.12 |
| 162 | Providing,lowering,layingandjointing intrenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) withnecessaryjointingmateriallikemechanicalconnectors,i.e.thread/insertjoint/quickreleasecouplerjoint/compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electrofusionweldingmethod,includingalltaxes,transportation andfreight charges, inspectioncharges, 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:Providingandfixingofallrequisitespecialsasperdrawing, 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. (1.5) |
| 163 | HDPE PE-80PN-6(1.5.1) |
| 164 | 125 mm dia |
| 165 | 140 mm dia |
| 166 | 160 mm dia |
| 167 | HDPE PE-100PN-6 |
| 168 | 125 mm dia |
| 169 | 140 mm dia |
| 170 | 160 mm dia |
| 171 | 180 mm dia |
| 172 | HDPE PE-80PN-10 (1.5.3) |
| 173 | 125 mm dia |
| 174 | 140 mm dia |
| 175 | 160 mm dia |
| 176 | HDPE PE-100PN-10 |
| 177 | 125 mm dia |
| 178 | 140 mm dia |
| 179 | 160 mm dia |
| 180 | 180 mm dia |
| 181 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to1.5Mtr.includingtakingouttheexcavatedsoil,andthenreturningthesoilas required in layers not exceeding 20cm in depth including consolidating each deposited layerby 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 (4.1) |
| 182 | Add extra for trenches for every additional lift over item no 4.1 |
| 183 | Above 1.5 mtr and up to 3.0 mtr. |
| 184 | Above 3.0 mtr and up to 4.5 mtr. |
| 185 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means intrenchesofrequiredwidthandgradientforlayingandjointingofpipeline including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to1.5Mtr.includingtakingouttheexcavatedsoil,andthenreturningthesoilas required in layers not exceeding 20cm in depth including consolidating each depositedlayerbyramming,wateringetc.andstackingserviceablematerialfor measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: (4.3) |
| 186 | Ordinary rock |
| 187 | Hard rock (requiring blasting) |
| 188 | Hard rock(blasting prohibited) |
| 189 | Add extra for trenches for every additional lift over item no 4.3 |
| 190 | Above 1.5 mtr and up to 3.0 mtr. |
| 191 | Above 3.0 mtr and up to 4.5 mtr. |
| 192 | Dismantlingofcementconcretepavementforpipelinelineandchambersby mechanical means using pneumatictools, cuttingthe peripheraledge byCCcutter, 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. Measurementfordismantledtrenchtobemade asperstandardtrenchwidth specifiedintenderdocumentandnoextrapaymentshallbemadebemadefor trenchwidthmorethanspecified,re-handlingofmaterial/earthtocompletethe tasks as per technical specification and scope of work.(4.5) |
| 193 | Dismantlingofflexiblepavementforpipelinelineandchambersbymechanical 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 leadof1000meters.Measurementfordismantledtrenchtobemade asper 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.(4.6) |
| 194 | Bituminous courses |
| 195 | Granular courses |
| 196 | ProvidingandlayinginpositioncementconcreteM10gradenominalmix1:3:6(1 Cement:3coarsesand:6gradedstoneaggregate40mmnominalsize)inbase course complete including all material, labour, machinery, lighting, guarding for road restorationworkintrenchesofpipelineandchamberwork.MeasurementforCC work to be madeas per standard trench width specified in tender document and no extrapaymentshallbemadebemadefortrenchwidthmorethanspecified, complete work as per technical specification and scope of work.(4.7) |
| 197 | Providingandlayinginpositioncementconcreteinspecifiedgradeoverprepared basecoursecompleteincludingfinishing,curing,allmaterial,labour,machinery, lighting,guardingforroadrestorationworkintrenchesofpipelineandchamber 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.(4.8) |
| 198 | M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 199 | Plain cement concrete pavementof M-30 Grade |
| 200 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable&nonserviceablematerialseparately.disposalofdismantledmaterial lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bedofcoarsesandandthejointstobefilledwithfinesand.Layingprocedureon compacted sub base as defined. Complete job is to be executed as per the directions ofEngineerincharge.Theratestobeinclusiveoffixingofminimum70percent reusableprecastconcreteinterlocking blockandcostofrequirednewprecast concreteinterlockingblockagainstdamaged,includingall leadandliftasper Technicalspecifications. (Interlockingblock manufacturedbyfullycomputerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batchingplantofclassA-1asperBS:6717-2001.Tensilesplittingstrengthand 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) (4.9) |
| 201 | 60 mm thick. |
| 202 | 80 mm thick. |
| 203 | 100 mm thick |
| 204 | Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum1.0 mtr below natural ground level in all type of soil under CC/BT roads and pulling HDPE pipes of dia up to 110 mm, which are available in the form of a coilincluding excavation,shoring/strutting,preparation,maintainthethrustandincluding,road dismantling,excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work.Excluding cost of pipe line.Note:Trenchlesslayingshallbedoneonlyforlayingofpipeline(risingmain)and road crossing of distribution pipe line under CC/BT roads. (4.10) |
