|
| 1 | Based on revised PHED BSR 2023 Exclusive of GST |
| 2 | Construction of Tube Well (2023) |
| 3 | 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 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) |
| 4 | Nominal bore 150 mm dia. (2.1.1) |
| 5 | Nominal bore 200 mm dia. (2.1.2) |
| 6 | Nominal bore 250 mm dia. (2.1.3) |
| 7 | 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) |
| 8 | 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) |
| 9 | Construction of Tube Well from ground level and upto 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 upto 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. (2.2) |
| 10 | Nominal bore 200 mm dia. (2.2.1) |
| 11 | Nominal bore 250 mm dia. (2.2.2) |
| 12 | 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) |
| 13 | Construction of tube well after completion of drilling by rotary /percussion method & upto 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 upto 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. |
| 14 | Nominal bore 150 mm dia. |
| 15 | Nominal bore 200 mm dia. |
| 16 | Nominal bore 250 mm dia. |
| 17 | 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) |
| 18 | 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) |
| 19 | 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) |
| 20 | Construction of Tube Well up to 100 mtr. depth in 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 and IS: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) |
| 21 | Nominal bore 150 mm dia. (2.4.1) |
| 22 | Nominal bore 200 mm dia. (2.4.2) |
| 23 | 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) |
| 24 | 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) |
| 25 | 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) |
| 26 | 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) |
| 27 | Nominal bore 125 mm dia. (2.5.1) |
| 28 | Nominal bore 150 mm dia. (2.5.2) |
| 29 | Nominal bore 200 mm dia. (2.5.3) |
| 30 | 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) |
| 31 | Nominal bore 125 mm dia.(2.6.1) |
| 32 | Nominal Bore 150 mm dia (2.6.2) |
| 33 | Nominal bore 200 mm dia (2.6.3) |
| 34 | 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 . |
| 35 | 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) |
| 36 | Nominal bore 150 mm dia. (2.7.1) |
| 37 | Nominal bore 200 mm dia. (2.7.2) |
| 38 | 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) |
| 39 | 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. (2.9) |
| 40 | 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) |
| 41 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes (2.11) |
| 42 | 150 mm dia NB(Thickness of pipe 5.0 mm & mass of tube 20.13 Kg/m) (2.11.1) |
| 43 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) (2.11.2) |
| 44 | 250 mm dia NB (Thickness of pipe 7.1 mm & mass of tube 46.57 Kg/m) (2.11.3) |
| 45 | 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) |
| 46 | 125 mm dia nominal bore of 4.8 mm thickness. (2.12.1) |
| 47 | 150 mm dia nominal bore of 4.8 mm thickness |
| 48 | 200 mm dia nominal bore of 5.4mm thickness. (2.12.2) |
| 49 | 250 mm dia nominal bore of 7.1mm thickness. (2.12.3) |
| 50 | 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 all respect. (2.13) |
| 51 | 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) |
| 52 | Up to 2.0 KW |
| 53 | Above 2.0 KW |
| 54 | 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. (2.15) |
| 55 | Up to 5.5 KW (7.5 HP) & head up to 120 mtr. (2.15.1) |
| 56 | Up to 5.5 KW (7.5 HP) & head above 120 mtr. (2.15.2) |
| 57 | 7.5 KW (10 HP) & head up to 120 mtr. (2.15.3) |
| 58 | 7.5 KW (10 HP) & head above 120 mtr. (2.15.4) |
| 59 | 9.3 KW (12.5 HP) & head up to 120 mtr. (2.15.5) |
| 60 | 9.3 KW (12.5 HP) & head above 120 mtr. (2.15.6) |
| 61 | 11 KW (15 HP) & head up to 120 mtr. (2.15.7) |
| 62 | 11 KW (15 HP) & head above 120 mtr. (2.15.8) |
| 63 | 13 KW (17.5 HP) & head up to 120 mtr. (2.15.9) |
| 64 | 13 KW (17.5 HP) & head above 120 mtr. (2.15.10) |
| 65 | 15 KW (20 HP) and above, head up to 120 mtr. (2.15.11) |
| 66 | 15 KW (20 HP) and above, head above 120 mtr. (2.15.12) |
| 67 | 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) |
| 68 | 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. (2.17) |
| 69 | Up to 5.00 HP (2.17.1) |
| 70 | 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. (2.18) |
| 71 | Above 5 HP and up to 10 HP (2.18.1) |
| 72 | Above 10 HP and up to 15 HP (2.18.2) |
| 73 | Above 15 HP and up to 20 HP (2.18.3) |
| 74 | Above 20 HP and up to 30 HP (2.18.3) |
| 75 | 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. (2.19) |
| 76 | 3 core 4.0 Sq.mm (2.19.1) |
| 77 | 3 core 6.0 Sq.mm (2.19.2) |
| 78 | 3 core 10.0 Sq.mm (2.19.3) |
| 79 | 3 core 16.0 Sq.mm (2.19.4) |
| 80 | 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. (2.20) |
| 81 | 10.0 Sq.mm, 4 core (2.20.1) |
| 82 | 16.0 Sq.mm, 4 core (2.20.2) |
| 83 | 25.0 Sq.mm, 3.5 core (2.20.3) |
| 84 | 35.0 Sq.mm, 3.5 core (2.20.4) |
| 85 | 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. (2.21) |
| 86 | 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) |
| 87 | 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.(2.23) |
| 88 | 125 mm dia (2.23.1) |
| 89 | 150 mm dia (2.23.2) |
| 90 | 200 mm dia (2.23.3) |
| 91 | 250 mm dia (2.23.4) |
| 92 | 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. (2.24) |
| 93 | 32 mm dia (2.24.1) |
| 94 | 50 mm dia (2.24.2) |
| 95 | 65 mm dia (2.24.3) |
| 96 | 80mm dia (2.24.4) |
| 97 | 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) |
| 98 | 40 mm dia (2.25.1) |
| 99 | 50 mm dia (2.25.2) |
| 100 | 63 mm dia (2.25.3) |
| 101 | 75 mm dia (2.25.4) |
| 102 | 90 mm dia (2.25.5) |
| 103 | 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 and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia.(2.26) |
| 104 | 50 mm dia (2.26.1) |
| 105 | 65 mm dia (2.26.2) |
| 106 | 80 mm dia (2.26.3) |
| 107 | Providing & Fixing pump safety cage as per specifications or as directed by Engineer in charge. (2.27) |
| 108 | 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 nos of superior quality and approved make, including interconnections complete job. (2.28) |
| 109 | 1000 litres capacity (2.28.1) |
| 110 | 2000 litres capacity (2.28.2) |
| 111 | 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) |
| 112 | Providing & Fixing of double flanged, CI body, ISI marked NRV of approved make of following sizes (2.30) |
| 113 | 65 mm dia (2.30.1) |
| 114 | 80 mm dia (2.30.2) |
| 115 | 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) |
| 116 | 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) |
| 117 | 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) |
| 118 | 125 mm dia nominal bore (2.33.1) |
| 119 | 150 mm dia nominal bore (2.33.2) |
| 120 | 200 mm dia nominal bore (2.33.3) |
| 121 | 250 mm dia nominal bore (2.33.4) |
| 122 | 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) |
| 123 | Shallow well casing pipe (CS) suitable for depth up to 80 mtr (2.34.1) |
| 124 | 150 mm nominal dia ( internal dia ). (2.34.1.1) |
| 125 | 200 mm nominal dia ( internal dia ). (2.34.1.2) |
| 126 | 250 mm nominal dia ( internal dia ).(2.34.1.3) |
| 127 | Medium well casing pipe (CM) suitable for depth above 80 mtr and up to 250 mtr. (2.34.2) |
| 128 | 100 mm nominal dia ( internal dia ) (2.34.2.1) |
| 129 | 125 mm nominal dia ( internal dia ) (2.34.2.2) |
| 130 | 150 mm nominal dia ( internal dia )(2.34.2.3) |
| 131 | 200 mm nominal dia ( internal dia ) (2.34.2.4) |
| 132 | 250 mm nominal dia ( internal dia )(2.34.2.5) |
| 133 | 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) |
| 134 | 125 mm nominal dia (2.35.1) |
| 135 | 150 mm nominal dia (2.35.2) |
| 136 | 200 mm nominal dia (2.35.3) |
| 137 | 250 mm nominal dia (2.35.4) |
| 138 | 300 mm nominal dia (2.35.5) |
| 139 | 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) |
| 140 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including transportation and freight charges, inspection charges, loading/ unloading charges, 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. (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 80 mm |
| 141 | 100 mm |
| 142 | 150 mm |
| 143 | 200 mm |
| 144 | 250 mm |
| 145 | 300 mm |
| 146 | 350 mm |
| 147 | 400 mm |
| 148 | 450 mm |
| 149 | 500 mm |
| 150 | 600 mm |
| 151 | 700 mm |
| 152 | 800 mm |
| 153 | 900 mm |
| 154 | 1000 mm |
| 155 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per IS:8329-2000 (amended up to date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including transportation and freight charges, inspection charges, loading/ unloading charges, 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. (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. 100 mm |
| 156 | 150 mm |
| 157 | 200 mm |
| 158 | 250 mm |
| 159 | 300 mm |
| 160 | 350 mm |
| 161 | 400 mm |
| 162 | 450 mm |
| 163 | 500 mm |
| 164 | 600 mm |
| 165 | 700 mm |
| 166 | 800 mm |
| 167 | 900 mm |
| 168 | 1000 mm |
| 169 | 1100 mm |
| 170 | 1200 mm |
| 171 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 9523-2000 or as amended up to date, such as tees, bends, tapers, caps etc. within trenches in DI pipe line complete including all material, labour, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work). All End Socketed Up to 300 mm Diameter |
| 172 | Above 300mm and up to 600 mm diameter |
| 173 | Above 600 mm diameter |
| 174 | All End Flanged Up to 300 mm Diameter |
| 175 | Above 300mm and up to 600 mm diameter |
| 176 | Above 600 mm diameter |
| 177 | Single Flange/ MJ Collar Up to 300 mm Diameter |
| 178 | Above 300mm and up to 600 mm diameter |
| 179 | Above 600 mm diameter |
| 180 | Double Flange Pipe (up to 1 mtr. length) Up to 300 mm Diameter |
| 181 | Above 300mm and up to 600 mm diameter |
| 182 | Above 600 mm diameter |
| 183 | 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 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. HDPE PE-80 PN-6 63 mm dia |
| 184 | 75 mm dia |
| 185 | 90 mm dia |
| 186 | 110 mm dia |
| 187 | HDPE PE-100 PN-6 63 mm dia |
| 188 | 75 mm dia |
| 189 | 90 mm dia |
| 190 | 110 mm dia |
| 191 | HDPE PE-80 PN-10 90 mm dia |
| 192 | 110 mm dia |
| 193 | HDPE PE-100 PN-10 90 mm dia |
| 194 | 110 mm dia |
| 195 | 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 butt fusion/ electro fusion welding method, including 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. HDPE PE-80 PN-6 125 mm dia |
| 196 | 140 mm dia |
| 197 | 160 mm dia |
| 198 | 180 mm dia |
| 199 | 200 mm dia |
| 200 | 225 mm dia |
| 201 | HDPE PE-100 PN-6 125 mm dia |
| 202 | 140 mm dia |
| 203 | 160 mm dia |
| 204 | 180 mm dia |
| 205 | 200 mm dia |
| 206 | 225 mm dia |
| 207 | HDPE PE-80 PN-10 125 mm dia |
| 208 | 140 mm dia |
| 209 | 160 mm dia |
| 210 | 180 mm dia |
| 211 | 200 mm dia |
| 212 | 225 mm dia |
| 213 | HDPE PE-100 PN-10 125 mm dia |
| 214 | 140 mm dia |
| 215 | 160 mm dia |
| 216 | 180 mm dia |
| 217 | 200 mm dia |
| 218 | 225 mm dia |
| 219 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter,including transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; (excluding earthwork, internal lining and outer coating). 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. Outer dia of pipe 219.1 mm and thickness 2.6 mm |
| 220 | 3.2 mm |
| 221 | 4.5 mm |
| 222 | Outer dia of pipe 273 mm and thickness 3.6 mm |
| 223 | 6.3 mm |
| 224 | Outer dia of pipe 323.9 mm and thickness 4 mm |
| 225 | 4.5 mm |
| 226 | 5.6 mm |
| 227 | 7.1 mm |
| 228 | Outer dia of pipe 355.6 mm and thickness 4 mm |
| 229 | 5.6 mm |
| 230 | 7.1 mm |
| 231 | Outer dia of pipe 406.4 mm and thickness 4 mm |
| 232 | 6.3 mm |
| 233 | 7.1 mm |
| 234 | 8.8 mm |
| 235 | Outer dia of pipe 457 mm and thickness 4 mm |
| 236 | 6.3 mm |
| 237 | 7.1 mm |
| 238 | 8.8 mm |
| 239 | Outer dia of pipe 508 mm and thickness 5 mm |
| 240 | 5.6 mm |
| 241 | 6.3 mm |
| 242 | 7.1 mm |
| 243 | 8.8 mm |
| 244 | 10 mm |
| 245 | 11 mm |
| 246 | Outer dia of pipe 610 mm and thickness 5.8 mm |
| 247 | 6.3 mm |
| 248 | 7.1 mm |
| 249 | 8.8 mm |
| 250 | 10 mm |
| 251 | 11 mm |
| 252 | 12.5 mm |
| 253 | Outer dia of pipe 711 mm and thickness 6.3 mm |
| 254 | 7.1 mm |
| 255 | 8.8 mm |
| 256 | 10 mm |
| 257 | 11 mm |
| 258 | 12.5 mm |
| 259 | Outer dia of pipe 813 mm and thickness 7.1 mm |
| 260 | 8.8 mm |
| 261 | 10 mm |
| 262 | 11 mm |
| 263 | 12.5 mm |
| 264 | 14.2 mm |
| 265 | Outer dia of pipe 914 mm and thickness 8 mm |
| 266 | 8.8 mm |
| 267 | 10 mm |
| 268 | 11 mm |
| 269 | 12.5 mm |
| 270 | 12 mm |
| 271 | 14.2 mm |
| 272 | Outer dia of pipe 1016 mm and thickness 8.8 mm |
| 273 | 10 mm |
| 274 | 11 mm |
| 275 | 12.5 mm |
| 276 | 12 mm |
| 277 | 14.2 mm |
| 278 | 16 mm |
| 279 | Outer dia of pipe 1067 mm and thickness 8.8 mm |
| 280 | 10 mm |
| 281 | 11 mm |
| 282 | 12.5 mm |
| 283 | 12 mm |
| 284 | 14.2 mm |
| 285 | 16 mm |
| 286 | Outer dia of pipe 1118 mm and thickness 8.8 mm |
| 287 | 10 mm |
| 288 | 11 mm |
| 289 | 12.5 mm |
| 290 | 12 mm |
| 291 | 14.2 mm |
| 292 | 16 mm |
| 293 | Outer dia of pipe 1219 mm and thickness 10 mm |
| 294 | 11 mm |
| 295 | 12.5 mm |
| 296 | 14.2 mm |
| 297 | 16 mm |
| 298 | 17.5 mm |
| 299 | Outer dia of pipe 1321 mm and thickness 12.5 mm |
| 300 | 14.2 mm |
| 301 | 16 mm |
| 302 | 17.5 mm |
| 303 | 20 mm |
| 304 | Outer dia of pipe 1422 mm and thickness 12.5 mm |
| 305 | 14.2 mm |
| 306 | 16 mm |
| 307 | 17.5 mm |
| 308 | 20 mm |
| 309 | Outer dia of pipe 1524 mm and thickness 14.2 mm |
| 310 | 16 mm |
| 311 | 17.5 mm |
| 312 | 20 mm |
| 313 | 22.2 mm |
| 314 | Outer dia of pipe 1626 mm and thickness 14.2 mm |
| 315 | 16 mm |
| 316 | 17.5 mm |
| 317 | 20 mm |
| 318 | 22.2 mm |
| 319 | Outer dia of pipe 1727 mm and thickness 14.2 mm |
| 320 | 16 mm |
| 321 | 17.5 mm |
| 322 | 20 mm |
| 323 | 22.2 mm |
| 324 | Outer dia of pipe 1829 mm and thickness 14.2 mm |
| 325 | 16 mm |
| 326 | 17.5 mm |
| 327 | 20 mm |
| 328 | 22.2 mm |
| 329 | Outer dia of pipe 2032 mm and thickness 16 mm |
| 330 | 17.5 mm |
| 331 | 20 mm |
| 332 | 22.2 mm |
| 333 | 25 mm |
| 334 | Outer dia of pipe 2235 mm and thickness 17.5 mm |
| 335 | 20 mm |
| 336 | 22.2 mm |
| 337 | 25 mm |
| 338 | Outer dia of pipe 2540 mm and thickness 20 mm |
| 339 | 22.2 mm |
| 340 | 25 mm |
| 341 | Lining and coating on MS pipe Providing and applying 3LPE (3 Layer Polyethylene) tape coating conforming to ISO 21809-1, DIN 30670-91 or CAN/CSA Z245.20-10 to external surface of M.S. Pipe comprising of a layer of fusion bonded epoxy (FBE), overlaid with PE adhesive with an outer layer of high density polyethylene including preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2. Minimum thickness of FBE shall be 250 microns including field joints coating at site complete as per technical specification and direction of Engineer-in-Charge.Minimum thickness of coating shall be 3.0 mm on weld seam as well as remaining surface. |
| 342 | Providing and applying DFBE ( Dual Layer Fusion Bonded Epoxy) Coating to the external surface of M.S. Pipes conforming to Canadian Standard CSA Z 245.20-10, consisting of 1st layer of (FBE) Fusion Bonded Epoxy powder and 2nd layer also of FBE powder as Abrasion Resistant Overcoat (ARO) including preparation of surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Minimum thickness of coating shall be 600 micron |
| 343 | Providing and applying Spray applied, 100% Solids (Solvent free) Two Component PU ( Polyurethane) coating as per AWWA C222 Standard on external surface of M.S. Pipe including preparation of pipe outer surface by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Minimum dry film thickness of coating shall be 1000 micron |
| 344 | Providing and applying with mechanical arrangement 1:3 proportion cement sand gunite, of following thickness to M.S. Pipe outer surface under 2.1 Kg per Sqcm to 2.80 Kg per Sqcm. pressure including removing the loose materials as directed by EIC and including scrapping the surface with wire brushes, degreasing, cleaning by compressed air and providing fixing BRC fabric no.14 as reinforcement, curing for 21 days, disposing off the rebound materials with in a lead of 50 mtr including field joints coating at site complete as per technical specification and direction of Engineer in In charge. 25 mm thick |
| 345 | 40 mm thick |
| 346 | Providing and applying polyolifine tape coating (Cold applied) to external surface of M.S. Pipe as per AWWA C214-14 Standard comprising of liquid adhesive, inner layer tape and outer layer tape including preparation of outer surface of pipe by solvent cleaning, abrasive blasting to a finish of Grade 2.5 to DIN EN ISO 8501-1 and surface profile of 50 to 75 microns as per DIN EN ISO 8503-2 including field joints coating at site complete as per technical specification and direction of Engineer in In charge. |
| 347 | Providing and applying Solvent free, two pack liquid epoxy lining to internal surface of M.S. Pipe as per BS 6920:2000 and AWWA C210 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Liquid Epoxy shall be NSF/WARS approved for drinking water and minimum thickness of lining shall be 406 microns. |
| 348 | Providing and applying 100% Solids, Rigid, DTM Polyurethane lining to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in In charge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water and minimum thickness of lining shall be 500 microns. |
| 349 | Providing and making inner cement mortar lining to M.S. Pipes with mechanical devices in cement mortar 1:1 proportion , including cost of all materials, labour, special sand required, machinery, power generation, all equipments, including carrying out \\"C\\" value performance test of pipeline, including field joints at site complete as per technical specification and direction of Engineer in In charge. 9 mm thick for pipes up to 700 mm dia |
| 350 | 12 mm thick for pipes above 700 mm dia |
| 351 | 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 material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. MS pipe specials up to 600mm dia (with minimum 5mm thickness sheet) |
| 352 | MS pipe specials above 600mm dia(with minimum 6.3mm thickness sheet) |
| 353 | Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including MS/PP saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or ball valve (min. weight 165 gm) and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 354 | Providing Household Tap Connection as per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level.Note: Road cut and restoration is not part of this item and paid separately. For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 355 | Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from HDPE/uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure , not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded (Complete job) including digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including GM Full-way Valve (IS:778 Mark) or wheel valve and specials with 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using PPR-C pipe with standard PPR fittings/ GI pipes in the premises for fixing a tap / meter box (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid separately. For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
| 356 | P & F Bib cock (IS : 781 mark), superior quality of approved make , brass 400 gm, 15 mm nominal bore. |
| 357 | P & F Bib cock (IS : 8931 mark), superior quality of approved make, chrome plated with complete brass body including brass handle with wt. 300 to 325 gm.15 mm nominal bore. |
| 358 | Road cutting for house hold service connection in minimum trench width wherever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge. |
| 359 | Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 360 | Add extra over item no 1.21, 1.22 & 1.23 for providing 20 mm ISI marked PN16 SDR 7.4 (IS:15801:2008) PPR-C (Three layered) pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
| 361 | Providing, lowering, laying and jointing in trenches, standard lengths ISI marked Rigid PVC-O S/S Pipes (push on joints) as per IS-16647: 2017 (amended up to date) with EPDM Gasket seals on joints including transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, laying of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter.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.PVC-O pipe Class 500 PN-16 110 mm dia. |
| 362 | 160 mm dia |
| 363 | 200 mm dia |
| 364 | 250 mm dia |
| 365 | 315 mm dia |
| 366 | PVC-O pipe Class 500 PN-12.5 110 mm dia |
| 367 | 160 mm dia |
| 368 | 200 mm dia |
| 369 | Providing and fixing ISI mark (IS 9763: 2000 or amended up to date) PTMT bib cock 15 mm nominal bore, minimum weight 92 gms and length 100 mm as per technical specification, approved make and direction of Engineer in charge.. |
| 370 | Double chambered restrained joint DI Pipes Providing, lowering, laying and jointing of ISI marked Double chambered restrained joint DI K9 Pipes confirming to IS:8329-2000 (amended upto date); restrained joints are designed and tested as per ISO 10804: 2018 (to be used for minimum required length as per design along with double chambered restrained DI fittings to avoid concrete thrust block at bends) including rubber gaskets confirming to IS 5382 -1985/8329-2000 with latest amendments and locking bars & rubber spacers , conveying to work site, rolling and lowering into trenches, laying true to line, level and perfect linking at joints, testing and commissioning, including loading and unloading, cutting of pipes wherever necessary, jointing with DI special (excluding the cost of restrained joint specials) and rubber gaskets, cleaning the socket and spigot end with soap solution, applying soft soap to the socket and spigot ends before insertion of rubber gaskets, jacking and fixing in perfect conditions etc. The cost includes all accessories and hydraulic test to the required pressure and cost of all jointing materials etc complete including satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) 100 mm |
| 371 | 150 mm |
| 372 | 200 mm |
| 373 | 250 mm |
| 374 | 300 mm |
| 375 | 350 mm |
| 376 | 400 mm |
| 377 | 450 mm |
| 378 | 500 mm |
| 379 | 600 mm |
| 380 | 700 mm |
| 381 | 800 mm |
| 382 | 900 mm |
| 383 | 1000 mm |
| 384 | Providing, lowering, laying, aligning, fixing in position and jointing at level/ depths Ductile Iron Double Chambered Restrained Joint specials confirming to IS 9523 : 2000 of Class K-12 with internal Cement mortar lining and external Zinc rich paint coating followed by a finishing layer of bitumen coating duly ISI marked. Joints will be of Double Chamber Restrained Type as per ISO 10804:2018 including rubber gasket confirming to IS 5382 : 1985 and locking bars & rubber gaskets etc complete as per technical specifications and direction of Engineer-in-charge, (excluding earth work). Upto 300 mm Diameter |
| 385 | Above 300 mm and up to 600 mm diameter |
| 386 | Above 600 mm diameter |
| 387 | 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. |
| 388 | Add extra for trenches for every additional lift over item no 4.1 Above 1.5 mtr and up to 3.0 mtr. |
| 389 | Above 3.0 mtr and up to 4.5 mtr. |
| 390 | 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 .: Ordinary rock |
| 391 | Hard rock (requiring blasting) |
| 392 | Hard rock(blasting prohibited) |
| 393 | Add extra for trenches for every additional lift over item no 4.3 Above 1.5 mtr and up to 3.0 mtr. |
| 394 | Above 3.0 mtr and up to 4.5 mtr. |
| 395 | 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.. |
| 396 | 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. Bituminous courses |
| 397 | Granular courses |
| 398 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.. |
| 399 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, complete work as per technical specification and scope of work.M20 grade Nominal Mix1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
| 400 | Plain cement concrete pavement of M-30 Grade |
| 401 | Removing & Re-fixing of Precast concrete interlocking blocks for laying of pipe line by manual method, stacking of serviceable & non serviceable material separately, disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block against damaged, including all lead and lift as per Technical specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) Note: If existing precast block used more than 70%, than for every 1% use above 70%, deduction of 1% in cost shall be done for every 1% use above 70%. 60 mm thick.. |
| 402 | 80 mm thick. |
| 403 | 100 mm thick |
| 404 | Horizontal directional drilling (by trenchless technology) of suitable dia hole minimum 1.0 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 coil including excavation, shoring/ strutting, preparation, maintain the thrust and including, road dismantling, excavation and refilling of drive pit and exit pit, restoration of road cut as per technical specification and scope of work, but excluding the cost of pipe line.. |
| 405 | Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. 300 mm Dia 8 mm thick casing pipe.. |
| 406 | 400 mm Dia 8 mm thick casing pipe . |
| 407 | 500 mm Dia 8 mm thick casing pipe . |
| 408 | 600 mm Dia 10 mm thick casing pipe . |
| 409 | 700 mm Dia 10 mm thick casing pipe . |
| 410 | Removing & Re-fixing of Bricks Kharanja road by manual means for laying of pipe line, stacking of serviceable & unserviceable material separately, disposal of dismantled material lead up to 50 mtr. The Bricks interlocking be 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 80 percent reusable Bricks and cost of required new First class FPS bricks (min. 10.5 Mpa) in place of damaged bricks, all lead and lift as per Technical Specifications and direction of Engineer in Charge. Note: If existing bricks used more than 80%, than for every 1% above 80% use, deduction of 1% in cost shall be done for every 1% use above 80%. Horizontal aligned Bricks. |
| 411 | Vertical aligned Bricks Please Enable Macros to View BoQ information |