Sales : +91-777 804 8217
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 17-07-2023 | Addendum-IV | Technical Bid | 25-07-2023 |
| 2 | 07-07-2023 | Third Tender Extension | Date | 25-07-2023 |
| 3 | 30-06-2023 | Addedum III and RTQ 021 | Technical Bid | 13-07-2023 |
| 4 | 30-06-2023 | Revised BoQ | BOQ | 13-07-2023 |
| 5 | 30-06-2023 | Fee Corrigendum | Fee | 13-07-2023 |
| 6 | 27-06-2023 | 2ND E-TENDER EXTENSION NOTICE | Date | 13-07-2023 |
| 7 | 19-06-2023 | Addendum-II | Date | 03-07-2023 |
| 8 | 08-06-2023 | Addendum-I | Date | 03-07-2023 |
| Sl. No. | Item Description |
| 1 | BILL NO:I - ESTIMATE OF PACKAGE CP 3-B PIPELINE, SPECIALS, VALVES ETC FROM CH:27100 TO CH:54000 |
| 2 | Supply of Transmission Main with internal cement mortar lining of 12 mm thk and with zinc coating with finishing layer of bitumen for burried section/ polyurethane coating shall be provided on exposed surface conforming to IS:3589 of 1829 mm bare pipe outer diameter,Sprial Welded/Butt weld Mild Steel Fe410 of 16.00mm nominal thickness of plate,freight, insurance, unloading, loading into the truck, transporting to the stores/site unloading and stacking at stores/ site including conveying MS pipes from the site of stacking to the site of constructions |
| 3 | IN INR |
| 4 | IN USD |
| 5 | IN JPY |
| 6 | Supply of Transmission Main with internal cement mortar lining of 12mm thk and with zinc coating with finishing layer of bitumen for burried section/ polyurethane coating shall be provided on exposed surface conforming to IS:3589 of 1016 mm bare pipe outer diameter,Sprial Welded/Butt weld Mild Steel Fe410 of 10mm nominal thickness of plate,freight, insurance, unloading, loading into the truck, transporting to the stores/site unloading and stacking at stores/ site including conveying MS pipes from the site of stacking to the site of constructions |
| 7 | IN INR |
| 8 | IN USD |
| 9 | IN JPY |
| 10 | Supply ofMS pipe 813mmbare pipe outer diameter, with internal and external epoxy coating confirming to IS:3589 Fe410 Sprial Welded/Butt weld Mild Steel of 8.0mm nominal thickness of plate,freight, insurance, unloading , loading into the truck, transporting to the stores/site unloading and stacking at stores/ site including conveying MS pipes from the site of stacking to the site of constructions |
| 11 | IN INR |
| 12 | IN USD |
| 13 | IN JPY |
| 14 | Supply ofMS pipe 219.1 mm bare pipe outer diameter, with internal and external epoxy coating confirming to IS:3589 Fe410 Sprial Welded/Butt weld Mild Steel of 6.3mm nominal thickness of plate,freight, insurance, unloading , loading into the truck, transporting to the stores/site unloading and stacking at stores/ site including conveying MS pipes from the site of stacking to the site of constructions |
| 15 | IN INR |
| 16 | IN USD |
| 17 | IN JPY |
| 18 | Supply ofMS pipe 406.4 mmbare pipe outer diameter, with internal and external epoxy coating confirming to IS:3589 Fe410 Sprial Welded/Butt weld Mild Steel of 8.8mm nominal thickness of plate,freight, insurance, unloading , loading into the truck, transporting to the stores/site unloading and stacking at stores/ site including conveying MS pipes from the site of stacking to the site of constructions |
| 19 | IN INR |
| 20 | IN USD |
| 21 | IN JPY |
| 22 | Supply ofMS pipe 711 mmbare pipe outer diameter, with internal and external epoxy coating confirming to IS:3589 Fe410 Sprial Welded/Butt weld Mild Steel of 7.1mm nominal thickness of plate,freight, insurance, unloading , loading into the truck, transporting to the stores/site unloading and stacking at stores/ site including conveying MS pipes from the site of stacking to the site of constructions |
| 23 | IN INR |
| 24 | IN USD |
| 25 | IN JPY |
| 26 | Lowering, Jointing and laying of Transmission Main with a minimum of 1.2m earth cover over pipe top, at an avg. depth of 2.8m, with internal cement mortar lining of 12 mm thk and with zinc coating with finishing layer of bitumen for burried section/ polyurethane coating shall be provided on exposed surface conforming to IS:3589 of 1829 mm bare pipe outer diameter,Sprial Welded/Butt Weld Mild Steel Fe410 of 16.00mm nominal thickness of plate,including open cut earth work excavation in hard stiff clay, stiff black cotton, hard red earth and earth mixed with the small size boulders and hard gravelly soil depositing the earth on banks with intial lead of 10 m and intial lift of 3 m pumping out subsoil water, lowering the pipe into trenches, aligning and refilling the trenches with excavated earth, watering, ramming to consolidation and disposing the surplus earth etc. |
| 27 | IN INR |
| 28 | IN USD |
| 29 | IN JPY |
| 30 | Lowering, Jointing and laying of Transmission Main with a minimum of 1.2m earth cover over pipe top, at an avg. depth of 1.7m, with internal cement mortar lining of 12 mm thk and with zinc coating with finishing layer of bitumen for burried section/ polyurethane coating shall be provided on exposed surface conforming to IS:3589 of 1016 mm bare pipe outer diameter,Sprial Welded/Butt Weld Mild Steel Fe410 of 10mm nominal thickness of plate,including open cut earth work excavation in hard stiff clay, stiff black cotton, hard red earth and earth mixed with the small size boulders and hard gravelly soil depositing the earth on banks with intial lead of 10 m and intial lift of 3 m pumping out subsoil water, lowering the pipe into trenches, aligning and refilling the trenches with excavated earth, watering, ramming to consolidation and disposing the surplus earth etc. |
| 31 | IN INR |
| 32 | IN USD |
| 33 | IN JPY |
| 34 | Lowering, Jointing and laying of Transmission Main with a minimum of 1.2m earth cover over pipe top, at an average depth of 1.5m,of MS Pipe 813 mm bare pipe outer diameter, confirming to IS:3589 Fe410 Sprial Welded /Butt Weld Mild Steel of 8.0mm nominal thickness of plate,including open cut earth work excavation in hard stiff clay, stiff black cotton, hard red earth and earth mixed with the small size boulders and hard gravelly soil depositing the earth on banks with intial lead of 10 m and intial lift of 3 m pumping out subsoil water, lowering the pipe into trenches, aligning and refilling the trenches with excavated earth, watering, ramming to consolidation and disposing the surplus earth etc. |
| 35 | IN INR |
| 36 | IN USD |
| 37 | IN JPY |
| 38 | Lowering, Jointing and laying of Transmission Main with a minimum of 1.2m earth cover over pipe top, at an avg. depth of 1.72m, of MS Pipe 219.1 mm bare pipe outer diameter, confirming to IS:3589 Fe410 Sprial Welded /Butt Weld Mild Steel of 6.3mm nominal thickness of plate,including open cut earth work excavation in hard stiff clay, stiff black cotton, hard red earth and earth mixed with the small size boulders and hard gravelly soil depositing the earth on banks with intial lead of 10 m and intial lift of 3 m pumping out subsoil water, lowering the pipe into trenches, aligning and refilling the trenches with excavated earth, watering, ramming to consolidation and disposing the surplus earth etc. |
| 39 | IN INR |
| 40 | IN USD |
| 41 | IN JPY |
| 42 | Lowering, Jointing and laying of Transmission Main with a minimum of 1.2m earth cover over pipe top, at an avg. depth of 1.91m, of MS Pipe 406.4 mm bare pipe outer diameter, confirming to IS:3589 Fe410 Sprial Welded /Butt Weld Mild Steel of 8.8mm nominal thickness of plate,including open cut earth work excavation in hard stiff clay, stiff black cotton, hard red earth and earth mixed with the small size boulders and hard gravelly soil depositing the earth on banks with intial lead of 10 m and intial lift of 3 m pumping out subsoil water, lowering the pipe into trenches, aligning and refilling the trenches with excavated earth, watering, ramming to consolidation and disposing the surplus earth etc. |
| 43 | IN INR |
| 44 | IN USD |
| 45 | IN JPY |
| 46 | Lowering, Jointing and laying of Transmission Main with a minimum of 1.2m earth cover over pipe top, at an avg. depth of 1.45m, of MS Pipe 711 mm bare pipe outer diameter, confirming to IS:3589 Fe410 Sprial Welded /Butt Weld Mild Steel of 7.1mm nominal thickness of plate,including open cut earth work excavation in hard stiff clay, stiff black cotton, hard red earth and earth mixed with the small size boulders and hard gravelly soil depositing the earth on banks with intial lead of 10 m and intial lift of 3 m pumping out subsoil water, lowering the pipe into trenches, aligning and refilling the trenches with excavated earth, watering, ramming to consolidation and disposing the surplus earth etc. |
| 47 | IN INR |
| 48 | IN USD |
| 49 | IN JPY |
| 50 | Testing of MS pipes Fe410 with hydraulic testing equipment by filling with water including cost of water and testing to recommended pressure in convenient streches and attending the bursts if any occurred during the test, excluding the cost of pipes, including other incidental and operational charges, etc., complete for following diameters of pipes. |
| 51 | 1800 mm dia MS pipe |
| 52 | IN INR |
| 53 | IN USD |
| 54 | IN JPY |
| 55 | 200mm dia. MS Pipe |
| 56 | IN INR |
| 57 | IN USD |
| 58 | IN JPY |
| 59 | 400mm dia. MS Pipe |
| 60 | IN INR |
| 61 | IN USD |
| 62 | IN JPY |
| 63 | 700 mm dia MS pipe |
| 64 | IN INR |
| 65 | IN USD |
| 66 | IN JPY |
| 67 | 800mm dia. MS Pipe |
| 68 | IN INR |
| 69 | IN USD |
| 70 | IN JPY |
| 71 | 1000mm dia. MS Pipe |
| 72 | IN INR |
| 73 | IN USD |
| 74 | IN JPY |
| 75 | Supply of bare MS Fe410 pipe as per IS:3589and Plates, Cutting, Fabricating, with Internal and external epoxy coating of minimum 250 micron thick, Conveying to site, Lowering, Laying, Fixing, Jointing, Testing,of fitting, includingfreight, insurance, unloading , loading into the truck, transporting to the stores/site unloading and stacking at stores/ site including conveying MS pipes from the site of stacking to the site of constructions for fabrication of fittings, bends, tees, and other fittings for following fittings: All fittings to be supplied with one set of gasket, nuts, bolts, washers etc. hardware as and wherever necessary and applicable to obtain a complete jointing of fitting to main pipeline. |
| 76 | 400mm puddle pipe |
| 77 | IN INR |
| 78 | IN USD |
| 79 | IN JPY |
| 80 | 400mm 90 deg. Bend |
| 81 | IN INR |
| 82 | IN USD |
| 83 | IN JPY |
| 84 | 400mm 90 deg bend duckfoot base |
| 85 | IN INR |
| 86 | IN USD |
| 87 | IN JPY |
| 88 | 2000x1800 concentric taper |
| 89 | IN INR |
| 90 | IN USD |
| 91 | IN JPY |
| 92 | 1800x1800x200 tee |
| 93 | IN INR |
| 94 | IN USD |
| 95 | IN JPY |
| 96 | 1800x1800x400 tee |
| 97 | IN INR |
| 98 | IN USD |
| 99 | IN JPY |
| 100 | 1800x1800x700 tee |
| 101 | IN INR |
| 102 | IN USD |
| 103 | IN JPY |
| 104 | 1800x1800x800 tee |
| 105 | IN INR |
| 106 | IN USD |
| 107 | IN JPY |
| 108 | 1800mm, 90 deg bend |
| 109 | IN INR |
| 110 | IN USD |
| 111 | IN JPY |
| 112 | 1800mm, 45 deg bend |
| 113 | IN INR |
| 114 | IN USD |
| 115 | IN JPY |
| 116 | 1800mm, 22.5 deg bend |
| 117 | IN INR |
| 118 | IN USD |
| 119 | IN JPY |
| 120 | 1800mm, 11.25 deg bend |
| 121 | IN INR |
| 122 | IN USD |
| 123 | IN JPY |
| 124 | 1800mm dia. puddle pipe |
| 125 | IN INR |
| 126 | IN USD |
| 127 | IN JPY |
| 128 | 800mm dia. puddle pipe |
| 129 | IN INR |
| 130 | IN USD |
| 131 | IN JPY |
| 132 | 700mm dia. puddle pipe |
| 133 | IN INR |
| 134 | IN USD |
| 135 | IN JPY |
| 136 | Supplying and Conveying to site, Laying, Jointing to main pipelineElectro-magnetic flow meter assembly confirming to DIN standards,corresponding to Main line nominal pipe size 700mm MS pipe including all necessary accessories, Grounding rings, Tapers, supplying and fixing flanged adapters to suit respective Dia pipes, flexible coupling joints, Battery bank for UPS (Lead free battery) with 5 years life, data logger, making power connection arrangements from nearest power feeder pole etc. complete including loading, unloading, transportation charges and stacking at site, as directed of Sizes as below for 700mm dia MS Pipe, Each flowmeter to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of flowmeter assembly to Main pipe line.All necessary item/arrangements for Data Transmission from this flowmeter to Main/Central PLC at Plant shall be in scope of Contractor executing the plant works at Desal Plant |
| 137 | IN INR |
| 138 | IN USD |
| 139 | IN JPY |
| 140 | Supplying and Conveying to site, Laying, Jointing to main pipelineElectro-magnetic flow meter assembly confirming to DIN standards,corresponding to Main line nominal pipe size 800mm MS pipe including all necessary accessories, Grounding rings, Tapers, supplying and fixing flanged adapters to suit respective Dia pipes, flexible coupling joints, Battery bank for UPS (Lead free battery) with 5 years life, data logger, making power connection arrangements from nearest power feeder pole etc. complete including loading, unloading, transportation charges and stacking at site, as directed of Sizes as below for 800mm dia MS Pipe, Each flowmeter to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of flowmeter assembly to Main pipe line.All necessary item/arrangements for Data Transmission from this flowmeter to Main/Central PLC at Plant shall be in scope of Contractor executing the plant works at Desal Plant. |
| 141 | IN INR |
| 142 | IN USD |
| 143 | IN JPY |
| 144 | Supplying, Conveying to site, Laying, Jointing Pressure indicator cum transmitter assembly, with measuring range from 0-16 Kg/cm2, along with stub end, nipple, bare pipe, diaphragm seal etc. complete as per Technical specifications for jointing to main pipeline, of Stainless steel material, including making arrangement for power connection from nearest feeder pole. All necessary item/arrangements for Data Transmission from this Pressure transmitter to Main/Central PLC at Plant shall be in scope of Contractor executing the plant works at Desal Plant. |
| 145 | IN INR |
| 146 | IN USD |
| 147 | IN JPY |
| 148 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 200mm nominal size, single chamber triple function tamper proof Air valves with Body and cover in Ductile Iron of minimum grade GGG40 along with isolation sluice valves of Ductile Iron material. All internal parts such as float, shell etc. all cover bolts of austenitic alloy steel, DN50 float of HOSTAFLON and gaskets and seals of EPDM. Epoxy powder coating (EP-P) insode and outside colur blue RAL5005 etc. complete with all lead and lift. Flange end drill std. as per IS:6392 Table 17, PN16. Each set of Air valve + Isolation sluice valve shall be supplied with one no. loose plate flanges for welding to connection line from main line, along with one complete set of hardwares comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of air valve.The valve should be designed for all the three functions i.e1. Large orifice for venting of large air volumes on start up2. Large orifice for intake of large air volumes3. Small orifice for discharge of pressurized air during operation. |
| 149 | IN INR |
| 150 | IN USD |
| 151 | IN JPY |
| 152 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 200mm nominal size, Disc-Type Spring-Loaded Vacuum Breaker Air Valve with Body and cover in Ductile Iron ASTM A 536 along with isolation butterfly valves of Ductile Iron material. Epoxy powder coating (EP-P) insode and outside colur blue RAL5005 etc. complete with all lead and lift. Flange end drill std. as per IS:6392 Table 17, PN16. Each set of Air valve + Isolation sluice valve shall be supplied with one no. loose plate flanges for welding to connection line from main line, along with one complete set of hardwares comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of Disc-Type Spring-Loaded Vacuum Breaker Air Valve. |
| 153 | IN INR |
| 154 | IN USD |
| 155 | IN JPY |
| 156 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of400mm nominal size Ductile Iron double flanged Sluice Valve for scouring purpose to site as per IS 14846, PN16 each-non rising spindle type with DI Hand Wheel of sizes with rubber Insertions, Bolts & Nuts confirming to IS:780 & 2906, flange drill std. to IS:6392 Table 17, including loading, unloading, transportation charges and stacking at the site,complete as per specifications and as directed. Each valve to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of scour valve. |
| 157 | IN INR |
| 158 | IN USD |
| 159 | IN JPY |
| 160 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 700 mm dia. DID/F Butterfly Valves, Electrically actuated with alternate provisions of manual override (Actuator to be have integral starter) with GGG 400/12 or equivalent grade as per IS 3896 (PART 2) 1985 and subsequent revisions. Double eccentric disc with renewable soft seal on the disc and body seat face of stainless steel / Nickel weld overlay microfinished with powder or liquid epoxy coating with minimum thickenss of 250 microns applied on both body and disc inside and outside face to face dimensions as per IS 13095, double flanged short, PN25, Each valve to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of butterfly valve. |
| 161 | IN INR |
| 162 | IN USD |
| 163 | IN JPY |
| 164 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 800 mm dia. DID/F Butterfly Valves, manually operated with GGG 400/12 or equivalent grade as per IS 3896 (PART 2) 1985 and subsequent revisions. Double eccentric disc with renewable soft seal on the disc and body seat face of stainless steel / Nickel weld overlay microfinished with powder or liquid epoxy coating with minimum thickenss of 250 microns applied on both body and disc inside and outside face to face dimensions as per IS 13095, double flanged short, PN25, Each valve to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of butterfly valve. |
| 165 | IN INR |
| 166 | IN USD |
| 167 | IN JPY |
| 168 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 800 mm dia. DID/F Butterfly Valves, Electrically actuated with alternate provisions of manual override (Actuator to be have integral starter) with GGG 400/12 or equivalent grade as per IS 3896 (PART 2) 1985 and subsequent revisions. Double eccentric disc with renewable soft seal on the disc and body seat face of stainless steel / Nickel weld overlay microfinished with powder or liquid epoxy coating with minimum thickenss of 250 microns applied on both body and disc inside and outside face to face dimensions as per IS 13095, double flanged short, PN25, Each valve to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of butterfly valve. |
| 169 | IN INR |
| 170 | IN USD |
| 171 | IN JPY |
| 172 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 700 mm dia. DID/F Butterfly Valves, manually operated with GGG 400/12 or equivalent grade as per IS 3896 (PART 2) 1985 and subsequent revisions. Double eccentric disc with renewable soft seal on the disc and body seat face of stainless steel / Nickel weld overlay microfinished with powder or liquid epoxy coating with minimum thickenss of 250 microns applied on both body and disc inside and outside face to face dimensions as per IS 13095, double flanged short, PN25, Each valve to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of butterfly valve. |
| 173 | IN INR |
| 174 | IN USD |
| 175 | IN JPY |
| 176 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 1800 mm dia. DID/F Butterfly Valves, manually operated with GGG 400/12 or equivalent grade as per IS 3896 (PART 2) 1985 and subsequent revisions. Double eccentric disc with renewable soft seal on the disc and body seat face of stainless steel / Nickel weld overlay microfinished with powder or liquid epoxy coating with minimum thickenss of 250 microns applied on both body and disc inside and outside face to face dimensions as per IS 13095, double flanged short, PN25, Each valve to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of butterfly valve. |
| 177 | IN INR |
| 178 | IN USD |
| 179 | IN JPY |
| 180 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of1800mm nominal size MS double flanged Dismantling joint with F/f dimension varying from 700mm to 750mm for Isolation Butterfly valve fixing purpose to site , flange drill std. to IS:6392 Table 17, including loading, unloading, transportation charges and stacking at the site,complete as per specifications and as directed. Each dismantling joint to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of dismantling joint. |
| 181 | IN INR |
| 182 | IN USD |
| 183 | IN JPY |
| 184 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 400mm nominal size MS double flanged Dismantling joint with F/f dimension varying from 350mm to 450mm for scour valve fixing purpose to site , flange drill std. to IS:6392 Table 17, including loading, unloading, transportation charges and stacking at the site,complete as per specifications and as directed. Each dismantling joint to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of dismantling joint. |
| 185 | IN INR |
| 186 | IN USD |
| 187 | IN JPY |
| 188 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of800mm nominal size MS double flanged Dismantling joint with F/f dimension varying from 350mm to 450mm for Isolation Butterfly valve fixing purpose to site , flange drill std. to IS:6392 Table 17, including loading, unloading, transportation charges and stacking at the site,complete as per specifications and as directed. Each dismantling joint to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of dismantling joint. |
| 189 | IN INR |
| 190 | IN USD |
| 191 | IN JPY |
| 192 | Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing , testing, loading, unloading, stacking of 700mm nominal size MS double flanged Dismantling joint with F/f dimension varying from 350mm to 450mm for Isolation Butterfly valve fixing purpose to site , flange drill std. to IS:6392 Table 17, including loading, unloading, transportation charges and stacking at the site,complete as per specifications and as directed. Each dismantling joint to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of dismantling joint. |
| 193 | IN INR |
| 194 | IN USD |
| 195 | IN JPY |
| 196 | Road cutting charges |
| 197 | Cutting Asphaltic concrete road for bus-route road |
| 198 | IN INR |
| 199 | IN USD |
| 200 | IN JPY |
| 201 | Cutting Asphaltic concrete road for non bus-route road |
| 202 | IN INR |
| 203 | IN USD |
| 204 | IN JPY |
| 205 | Providing Iron Barricading of size 2.50 m width and 1.75 m height using 40 X 40 X 4 mm angle for outer frame supports. 25 X 25 X 3 mm angle for inner frame supports and 20 gauge thickness MS sheet for name board (as per drawing) including cutting welding, fabrication charges and one coat of primer and 2 coats of enamel paint of approved quality, writing \"METRO WATER\" and work detail / caution sign. providing necessary interlocking arrangements with adjoining units., fixing danger flags, danger lights, reflectors, fixing stickersetc. including watching during night and placing the barricading units as directed at the sites. |
| 206 | IN INR |
| 207 | IN USD |
| 208 | IN JPY |
| 209 | Providing PCC Saddle below 1800 mm dia pipe in Rocky Terrain, Refer Dwg No ACM-60524662-GA-AB-016 Sheet 1 of 2, Its Includes Excavation,Saddle Concrete of M20 Grade, Shuttering, Deshuttering, Back Filling as per Dwg & as per direction by Engineer in charge. |
| 210 | IN INR |
| 211 | IN USD |
| 212 | IN JPY |
| 213 | Shoring and Shuttering for boththe sides of the trenches in which pipe is laid, with poling board 250 x 38, light sheet pile, along with strut pipe support for following pipe diameters and pipe lengths |
| 214 | 1800mm dia. MS Pipe |
| 215 | IN INR |
| 216 | IN USD |
| 217 | IN JPY |
| 218 | other diadia MS pipe |
| 219 | IN INR |
| 220 | IN USD |
| 221 | IN JPY |
| 222 | Thrust Blocks |
| 223 | Providingthrust blocks with M25 grade Concrete and Skin reinforcements at 5 Kg steel/sq.m as per IRG-21-1972 Article 306.4, for thepumping main including the cost of excavation, piling if required as per Thrust block design, shuttering, compaction, curing etc. complete. For an operating pump head of 78m at pump station. |
| 224 | 1800mm, 90 deg bend |
| 225 | IN INR |
| 226 | IN USD |
| 227 | IN JPY |
| 228 | 1800mm, 45 deg bend |
| 229 | IN INR |
| 230 | IN USD |
| 231 | IN JPY |
| 232 | 1800mm, 22.5 deg bend |
| 233 | IN INR |
| 234 | IN USD |
| 235 | IN JPY |
| 236 | 1800mm, 11.25 deg bend |
| 237 | IN INR |
| 238 | IN USD |
| 239 | IN JPY |
| 240 | 1800x1800x700 tee |
| 241 | IN INR |
| 242 | IN USD |
| 243 | IN JPY |
| 244 | 1800x1800x800 tee |
| 245 | IN INR |
| 246 | IN USD |
| 247 | IN JPY |
| 248 | RCC Saddle |
| 249 | Providing RCC Saddle below pipe, Refer Dwg No ACM-60524662-GA-AB-016 Sheet 1 of 1, Its Includes excavation, PCC M-15 Grade, Saddle Concrete With M30 Grade of Concrete, Reinforcement (corrosion Resistant steel) Shuttering, Deshutering, Supplying & Applying of Epoxy grout, Back Filling as per Dwg & as per direction by Engineer in charge. |
| 250 | For 1800mm dia pipe |
| 251 | IN INR |
| 252 | IN USD |
| 253 | IN JPY |
| 254 | For 1000mm dia pipe |
| 255 | IN INR |
| 256 | IN USD |
| 257 | IN JPY |
| 258 | Construction of RCC Valve chambers of M25 grade RCC, including all necessary earthwork and excavation, refill of excavated earth, dewatering to pump out subsoil water, formwork, shoring, strutting, proping, M-15 PCC base, Reinforcement steel, safety rungs, HD covers, Piling works if rquired complete. |
| 259 | Construction of RCC Valve chamber in MS pipeline |
| 260 | Valve Chamber (2.15m x 2.0m x 2.25m inner size) for housing Butterfly Valve chamber on 800mm dia.Line |
| 261 | IN INR |
| 262 | IN USD |
| 263 | IN JPY |
| 264 | Chamber (4.15m x 6.0m x 4.5m(H) inner size) for housingElectromagnetic Flowmeter on 1000mm MS Line |
| 265 | IN INR |
| 266 | IN USD |
| 267 | IN JPY |
| 268 | Valve Chamber (1.8m x 2.5m x 3.5m(H) inner size) for housing scour valve on 1800mm dia. MS Line |
| 269 | IN INR |
| 270 | IN USD |
| 271 | IN JPY |
| 272 | Valve Chamber (4.25m x 3.0m x 3.7m(H) inner size) for housingAir valve on 1800mm dia. MS Line |
| 273 | IN INR |
| 274 | IN USD |
| 275 | IN JPY |
| 276 | Valve Chamber (4.5m x 4.5m x 4.0m inner size) for housing Butterfly Valve chamber on 1800mm dia. MS Line |
| 277 | IN INR |
| 278 | IN USD |
| 279 | IN JPY |
| 280 | Valve Chamber (2.15m x 2.0m x 2.25m inner size) for housing Butterfly Valve chamber on 700mm dia. MS Line |
| 281 | IN INR |
| 282 | IN USD |
| 283 | IN JPY |
| 284 | Chamber (2.0m x 4.0m x 2.25m(H) inner size) for housingElectromagnetic Flowmeter on 800mm MS Line |
| 285 | IN INR |
| 286 | IN USD |
| 287 | IN JPY |
| 288 | Chamber (2.0m x 4.0m x 2.25m(H) inner size) for housingElectromagnetic Flowmeter on 700mm MS Line |
| 289 | IN INR |
| 290 | IN USD |
| 291 | IN JPY |
| 292 | Dismantling stone or brick masonry works |
| 293 | IN INR |
| 294 | IN USD |
| 295 | IN JPY |
| 296 | Dismantling R.C.C works |
| 297 | IN INR |
| 298 | IN USD |
| 299 | IN JPY |
| 300 | Trenchless Road Crossing- Design of Pits and Lowering, Jointing of CasingPipes (Pipe Jacking) Camp Road |
| 301 | Casing Pipe for crossings |
| 302 | Supply of M.S. Pipe Fe410 of 3000 mm dia (ID) with wall thickness of 40mm with anticorrosive epoxy painting both outside and inside duly rolling the plate.The rate includes the cost of raw materials, labour, tools and plants, loading, transporting of and finished product to the site etc., complete as directed by Engineer in Charge. (Actual thickness of pipe have to be designed by the DBO contractor executing the works) |
| 303 | Road Crossing Between Chainage 31+000 to 31+080 |
| 304 | IN INR |
| 305 | IN USD |
| 306 | IN JPY |
| 307 | Lowering of 3000 mm MS internal diameter pipe, through soil mass below the road by lowering the pipes into the drive pit by using contractor crane and machineries and jointing MS pipes by electric welding, laying the encasing pipe across the road by pipe pushing / jacking technique (trenchless technology method) using contractors machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressors, jack hammer and other equipments etc., complete. Grouting the annular space between the encasing pipe and excavated hole under traffic conditions in dense medium soil without causing any hindrance to the movement of the buses and trucks (All labour, tools, materials, plant and equipments for jacking are to be supplied by the tenderer / contractor at his own cost) including bailing / pumping of water wherever necessary without affecting any installation like water supply pipe line / telephone cable / electric cable etc., passing nearby areas and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by the engineer in charge. Construction of drive pit of required size for jacking 3000mm dia MS (internal diameter) with necessary excavation, shoring with wooden planks / MS sheet piles etc., together with RCC thrust wall to withstand the necessary jacking loads with RCC flooring of 200mm thick with necessary water proofing compound to the required quantity and have sufficient area to handle shield, concrete pipe units, spacer blocks etc., and constructing reception pit of adequate size with necessary excavation and RCC flooring of 200mm thick with necessary shuttering and shoring arrangements to receive the end of the casing pipe and to remove the rotating shield etc., completeThe rate excluding the cost of MS water carrying pipe of 1800mm nominal dia. |
| 308 | Road Crossing Between Chainage 31+000 to 31+080 |
| 309 | IN INR |
| 310 | IN USD |
| 311 | IN JPY |
| 312 | After completion of the entire work converting the driving pits into RCC inspection chambers to size of 6m X5.5m internal dimension with 4.5m depth with M25 mix at both the ends of MS encasing pipe and providing covering over RCC chamber with precast RCC slab of each 600mm width with M25 mix and providing necessary PVC steps inside the chambers spaced at 300mm. |
| 313 | Road Crossing Between Chainage 31+000 to 31+080 |
| 314 | IN INR |
| 315 | IN USD |
| 316 | IN JPY |
| 317 | Trenchless Road Crossing- Design of Pits and Lowering, Jointing of CasingPipes (Pipe jacking) Tambaram-Velacherry Road |
| 318 | Casing Pipe for crossings |
| 319 | Supply of M.S. Pipe Fe410 of 3000 mm dia (ID) with wall thickness of 40mm with anticorrosive epoxy painting both outside and inside duly rolling the plate.The rate includes the cost of raw materials, labour, tools and plants, loading, transporting of and finished product to the site etc., complete as directed by Engineer in Charge. (Actual thickness of pipe have to be designed by the DBO contractor executing the works) |
| 320 | Road Crossing Between Chainage 34+680 to 34+780 |
| 321 | IN INR |
| 322 | IN USD |
| 323 | IN JPY |
| 324 | Lowering of 3000 mm MS internal diameter pipe, through soil mass below the road by lowering the pipes into the drive pit by using contractor crane and machineries and jointing MS pipes by electric welding, laying the encasing pipe across the road by pipe pushing / jacking technique (trenchless technology method) using contractors machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressors, jack hammer and other equipments etc., complete. Grouting the annular space between the encasing pipe and excavated hole under traffic conditions in dense medium soil without causing any hindrance to the movement of the buses and trucks (All labour, tools, materials, plant and equipments for jacking are to be supplied by the tenderer / contractor at his own cost) including bailing / pumping of water wherever necessary without affecting any installation like water supply pipe line / telephone cable / electric cable etc., passing nearby areas and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by the engineer in charge. Construction of drive pit of required size for jacking 3000mm dia MS (internal diameter) with necessary excavation, shoring with wooden planks / MS sheet piles etc., together with RCC thrust wall to withstand the necessary jacking loads with RCC flooring of 200mm thick with necessary water proofing compound to the required quantity and have sufficient area to handle shield, concrete pipe units, spacer blocks etc., and constructing reception pit of adequate size with necessary excavation and RCC flooring of 200mm thick with necessary shuttering and shoring arrangements to receive the end of the casing pipe and to remove the rotating shield etc., completeThe rate excluding the cost of MS water carrying pipe of 1800mm nominal dia. |
| 325 | Road Crossing Between Chainage 34+680 to 34+780 |
| 326 | IN INR |
| 327 | IN USD |
| 328 | IN JPY |
| 329 | After completion of the entire work converting the driving pits into RCC inspection chambers to size of 6m X5.5m internal dimension with 4.5m depth with M25 mix at both the ends of MS encasing pipe and providing covering over RCC chamber with precast RCC slab of each 600mm width with M25 mix and providing necessary PVC steps inside the chambers spaced at 300mm. |
| 330 | Road Crossing Between Chainage 34+680 to 34+780 |
| 331 | IN INR |
| 332 | IN USD |
| 333 | IN JPY |
| 334 | Railway Crossing-Trenchless items ( Pipe Jacking - GST Road) |
| 335 | Casing Pipe for crossings |
| 336 | Supply of M.S. Pipe Fe410of 3000 mm dia (ID) with wall thickness of 40mm with anticorrosive epoxy painting both outside and inside duly rolling the plate.The rate includes the cost of raw materials, labour, tools and plants, loading, transporting of and finished product to the site etc., complete as directed by Engineer in Charge. (Actual thickness of pipe have to be designed by the DBO contractor executing the works) |
| 337 | Railway Crossing Between Chainage 38+100 to 38+180 |
| 338 | IN INR |
| 339 | IN USD |
| 340 | IN JPY |
| 341 | Lowering of 3000 mm MS internal diameter pipe, through soil mass below the road by lowering the pipes into the drive pit by using contractor crane and machineries and jointing MS pipes by electric welding, laying the encasing pipe across the road by pipe pushing / jacking technique (trenchless technology method) using contractors machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressors, jack hammer and other equipments etc., complete. Grouting the annular space between the encasing pipe and excavated hole under traffic conditions in dense medium soil without causing any hindrance to the movement of the buses and trucks (All labour, tools, materials, plant and equipments for jacking are to be supplied by the tenderer / contractor at his own cost) including bailing / pumping of water wherever necessary without affecting any installation like water supply pipe line / telephone cable / electric cable etc., passing nearby areas and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by the engineer in charge. Construction of drive pit of required size for jacking 3000mm dia MS (internal diameter) with necessary excavation, shoring with wooden planks / MS sheet piles etc., together with RCC thrust wall to withstand the necessary jacking loads with RCC flooring of 200mm thick with necessary water proofing compound to the required quantity and have sufficient area to handle shield, concrete pipe units, spacer blocks etc., and constructing reception pit of adequate size with necessary excavation and RCC flooring of 200mm thick with necessary shuttering and shoring arrangements to receive the end of the casing pipe and to remove the rotating shield etc., completeThe rate excluding the cost of MS water carrying pipe of 1800mm nominal dia. |
| 342 | Railway Crossing Between Chainage 38+100 to 38+180 |
| 343 | IN INR |
| 344 | IN USD |
| 345 | IN JPY |
| 346 | After completion of the entire work converting the driving pits into RCC inspection chambers to size of 6m X5.5m internal dimension with 4.5m depth with M25 mix at both the ends of MS encasing pipe and providing covering over RCC chamber with precast RCC slab of each 600mm width with M25 mix and providing necessary PVC steps inside the chambers spaced at 300mm. |
| 347 | Railway Crossing Between Chainage 38+100 to 38+180 |
| 348 | IN INR |
| 349 | IN USD |
| 350 | IN JPY |
| 351 | After completion of the entire work converting the reception pits into RCC inspection chambers to size of 3.9m X 5.5m internal dimension with 4.5m depth with M25 mix at both the ends of MS encasing pipe and providing covering over RCC chamber with precast RCC slab of each 600mm width with M25 mix and providing necessary PVC steps inside the chambers spaced at 300mm. |
| 352 | Railway Crossing Between Chainage 38+100 to 38+180 |
| 353 | IN INR |
| 354 | IN USD |
| 355 | IN JPY |
| 356 | Road crossing - trenchless items (Pipe jacking) |
| 357 | Casing Pipe for crossings |
| 358 | Supply of M.S. Pipe Fe410of 3000 mm dia (ID) with wall thickness of 40mm with anticorrosive epoxy painting both outside and inside duly rolling the plate.The rate includes the cost of raw materials, labour, tools and plants, loading, transporting of and finished product to the site etc., complete as directed by Engineer in Charge. (Actual thickness of pipe have to be designed by the DBO contractor executing the works) |
| 359 | Road Crossing (NH-45) Between Chainage 38+180 to 38+280 |
| 360 | IN INR |
| 361 | IN USD |
| 362 | IN JPY |
| 363 | Road Crossing (Chennai Bypass) Between Chainage 42+300 to 42+400 |
| 364 | IN INR |
| 365 | IN USD |
| 366 | IN JPY |
| 367 | Road Crossing (Chennai Bypass) Between Chainage 49+100 to 49+200 |
| 368 | IN INR |
| 369 | IN USD |
| 370 | IN JPY |
| 371 | Road Crossing (Chennai Bypass) Between Chainage 53+700 to 53+800 |
| 372 | IN INR |
| 373 | IN USD |
| 374 | IN JPY |
| 375 | Lowering of 3000 mm MS internal diameter pipe, through soil mass below the road by lowering the pipes into the drive pit by using contractor crane and machineries and jointing MS pipes by electric welding, laying the encasing pipe across the road by pipe pushing / jacking technique (trenchless technology method) using contractors machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressors, jack hammer and other equipments etc., complete. Grouting the annular space between the encasing pipe and excavated hole under traffic conditions in dense medium soil without causing any hindrance to the movement of the buses and trucks (All labour, tools, materials, plant and equipments for jacking are to be supplied by the tenderer / contractor at his own cost) including bailing / pumping of water wherever necessary without affecting any installation like water supply pipe line / telephone cable / electric cable etc., passing nearby areas and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by the engineer in charge. Construction of drive pit of required size for jacking 3000mm dia MS (internal diameter) with necessary excavation, shoring with wooden planks / MS sheet piles etc., together with RCC thrust wall to withstand the necessary jacking loads with RCC flooring of 200mm thick with necessary water proofing compound to the required quantity and have sufficient area to handle shield, concrete pipe units, spacer blocks etc., and constructing reception pit of adequate size with necessary excavation and RCC flooring of 200mm thick with necessary shuttering and shoring arrangements to receive the end of the casing pipe and to remove the rotating shield etc., completeThe rate excluding the cost of MS water carrying pipe of 1800mm nominal dia. |
| 376 | Road Crossing (NH-45) Between Chainage 38+180 to 38+280 |
| 377 | IN INR |
| 378 | IN USD |
| 379 | IN JPY |
| 380 | Road Crossing (Chennai Bypass) Between Chainage 42+300 to 42+400 |
| 381 | IN INR |
| 382 | IN USD |
| 383 | IN JPY |
| 384 | Road Crossing (Chennai Bypass) Between Chainage 49+100 to 49+200 |
| 385 | IN INR |
| 386 | IN USD |
| 387 | IN JPY |
| 388 | Road Crossing (Chennai Bypass) Between Chainage 53+700 to 53+800 |
| 389 | IN INR |
| 390 | IN USD |
| 391 | IN JPY |
| 392 | After completion of the entire work converting the driving pits into RCC inspection chambers to size of 6m X5.5m internal dimension with 4.5m depth with M25 mix at both the ends of MS encasing pipe and providing covering over RCC chamber with precast RCC slab of each 600mm width with M25 mix and providing necessary PVC steps inside the chambers spaced at 300mm. |
| 393 | Road Crossing (NH-45) Between Chainage 38+180 to 38+280 |
| 394 | IN INR |
| 395 | IN USD |
| 396 | IN JPY |
| 397 | Road Crossing (Chennai Bypass) Between Chainage 42+300 to 42+400 |
| 398 | IN INR |
| 399 | IN USD |
| 400 | IN JPY |
| 401 | Road Crossing (Chennai Bypass) Between Chainage 49+100 to 49+200 |
| 402 | IN INR |
| 403 | IN USD |
| 404 | IN JPY |
| 405 | Road Crossing (Chennai Bypass) Between Chainage 53+700 to 53+800 |
| 406 | IN INR |
| 407 | IN USD |
| 408 | IN JPY |
| 409 | Pipeline works - Provision for carring out soil test& Construction of Pipe carrying 200m long bridge for 1800mm dia. MS pipe over Adyar River from CH:45600 to CH:45800, along with design & Construction of all necessary accessories like coffer dam, approach way etc. complete including erection of pipeline over the PCB as required |
| 410 | Providing 600mm dia cast in citu bored piles for a depth of 20m depth. |
| 411 | Labour and Machinery charges for providing bored cast insitu pile of 600 mm dia for a depth of 20 from the existing GL including boring through all type of soil other than soft rock and hard strata includingfabrication and placing the steel reinforcement in position including pile testing |
| 412 | IN INR |
| 413 | IN USD |
| 414 | IN JPY |
| 415 | C.C. M30 using 12.5mm to 20mm B.G. jelly for RCC works excluding the cost of steel reinforcement and laying the concrete |
| 416 | IN INR |
| 417 | IN USD |
| 418 | IN JPY |
| 419 | Supplying, fabrication and laying including fixing in positioncorrosion Resistent steel rods for RCC works including cost of reinforcement, binding wire, cutting, bending, cranking and tying in position with binding wire assembly etc.as per IS 1786 |
| 420 | IN INR |
| 421 | IN USD |
| 422 | IN JPY |
| 423 | Providing Fusion Bonded Epoxy coating on reinforcement steel not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. For all Type of Reinforcement Bars |
| 424 | IN INR |
| 425 | IN USD |
| 426 | IN JPY |
| 427 | C.C. M10 using 12.5mm to 20mm B.G. jelly for RCC works excluding the cost of steel reinforcement but including dismantling the lean concrete at later date upto the raft portionetc. complete. |
| 428 | IN INR |
| 429 | IN USD |
| 430 | IN JPY |
| 431 | Providing and laying in position machine batched,machine mixed and machine vibrated design mix cement concrete of M30 grade for reinforced cement concrete structural elements under contorlled water cement ratio with plasticiser using 20mm and down graded machine broken granite stone jelly excluding the cost of centering and shuttering and reinforcement but including curing, fixing, fan clamps etc., as per specification and as directed by the Board officers complete. |
| 432 | Concrete Works in Foundation |
| 433 | Pile cap (only girders) |
| 434 | IN INR |
| 435 | IN USD |
| 436 | IN JPY |
| 437 | Concrete Works from Foundation to Ground |
| 438 | Column |
| 439 | IN INR |
| 440 | IN USD |
| 441 | IN JPY |
| 442 | Concrete Works from Ground & Above |
| 443 | Column |
| 444 | IN INR |
| 445 | IN USD |
| 446 | IN JPY |
| 447 | Beams & Girders |
| 448 | IN INR |
| 449 | IN USD |
| 450 | IN JPY |
| 451 | Supplying, fabrication and laying including fixing in position corrosion Resistent steel rods for RCC works including cost of reinforcement, binding wire, cutting, bending, cranking and tying in position with binding wire assembly etc. |
| 452 | IN INR |
| 453 | IN USD |
| 454 | IN JPY |
| 455 | Providing Fusion Bonded Epoxy coating on reinforcement steel not less than 175microns thickness and upto 300 microns to reinforcement of all diameters as per IS 13620/1993 including testing of coating at plant.The cost is inclusive of cost on account of careful handling, PVC coated binding wires, touchup material supplied by coating agency, repair work, loading, unloading and strengthening of bent rods etc., complete as per specification and as directed by the Engineer in charge. For all Type of Reinforcement Bars |
| 456 | IN INR |
| 457 | IN USD |
| 458 | IN JPY |
| 459 | Providing form work with centering, for soffits of reinforced cement concrete slabs or plain surfaces including strutting upto 3m height. |
| 460 | 0-3m |
| 461 | IN INR |
| 462 | IN USD |
| 463 | IN JPY |
| 464 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete. |
| 465 | IN INR |
| 466 | IN USD |
| 467 | IN JPY |
| 468 | Protection for steel Work Application - Corrosion resistant coating for 20 years life span as per IS 800:2007 (Severe Condition) - Normal coastal (as normal inland plus high airborne salt levels), severe environment shall be considered. Rate shall include Procurement, Transfer, Testing & application shall be included in cost. Coating shall be inclusive of surface preparation, Primer application & Top coat application . Coating shall be conforming to as per ISO 12944/9 Rev. 2018, C5 (High) shall be referred for allowable characteristics for paint (High Durability shall be ensured). Vendor shall include service life warranty covering the design life of the paint system in the same cost. |
| 469 | IN INR |
| 470 | IN USD |
| 471 | IN JPY |
| 472 | Earth work excavation for Pipe Laying work by removing dense medium rock using controlled blasting method by drilling blast holes using compressor and jack hammer including dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour forfilling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by TWAD Board Officers |
| 473 | IN INR |
| 474 | IN USD |
| 475 | IN JPY |
| 476 | Dewatering using 3hp to 10hp diesel engine pumpset including Hire charges, cost of Diesel, Engine oil, pump operator, labour charges, conveyance of pumpset and fuel to site and back, loading, unloading and any other incidental charges etc., complete. Hire charges for Diesel Pump set For 10 HP |
| 477 | IN INR |
| 478 | IN USD |
| 479 | IN JPY |
| 480 | Making all provisions of enabling/additional mobilisation works for the construction of pipe bridge and laying and jointing of pipe on the bridge inside river area including but not limited to Preparation and Removal of Coffer Dam, Scafholding, including supply of all material, machinery, labour, provision for approach way etc. required to carry out construction works for the pipe bridge inside Buckingham Canal/Water locked area. |
| 481 | IN INR |
| 482 | IN USD |
| 483 | IN JPY |
| 484 | TOTAL cost for one number of pipe crossing on bridge over Adyar river crossing area |
| 485 | Cathodic Protection system for Pipeline works |
| 486 | Conducting Pre-Design survey (2-3 Member crew NACE certified CP specialist (Level 4), CP Engineer for pipe line length as per this tender packagei. Native Potential Survey, Current requirement survey, Plant facility survey, Soil resistivity survey, Potential interference identification, Anode bed location identification, TR unit location survey, Survey report and Basic design concept,Detailed Design & Engineering (by NACE CP specialist, CP-4) for pipe line length as per this tenderi. Design report with detail calculations, Installation drawings, Installation procedure (Method statement), Inspection test plan, Quality verification documents (QA/QC check sheet) AndProcurement of all complete material required for Cathodic protection including the DC Power source, Electrodes, etc. complete, Supply of material to site, including Transport charges, including Loading, unloading, Stacking of material at store yard, delivery from store yard to site installation location complete, Making all necessary arrangement for installation of cathodic protection system, including construction of chambers (Temporary or permanent if any) along withinstallation complete in all respect, Final Commissioning with detail report preparation, As-built Drawing and submission. ( NACE CP Specialist & 1 CP Engineer for Total of 3-4 Days) corresponding to total pipeline length as per this tender. Temporary Cathodic protection system using sacrificial anodes shall be used during pipeline erection phase. After pipeline erection phase permanent cathodic protection system to be employed by impressed current method over the O&M period and life cycle of pipeline. |
| 487 | IN INR |
| 488 | IN USD |
| 489 | IN JPY |
| 490 | Earth work excavation for Pipe Laying work by removing hard rock using controlled blasting method by drilling blast holes using compressor and jack hammer including stacking,dewatering wherever necessary, cost of gelatin, electric detonator, licensed shot fireman, labour forfilling earth in gunny bags, labour for excavation of earth, conveyance of earth including cost of gunny bags, M.S Plates, barricading, putting up road diversion boards and providing red light signal during night, removal of debris etc., where open blasting is prohibited and as directed by TWAD Board Officers. |
| 491 | IN INR |
| 492 | IN USD |
| 493 | IN JPY |
| 494 | Design, Engineering, Supply, Conveying to worksite, Lowering, Laying. Jointing, Fixing, testing, loading, unloading, stacking of1800mm nominal size Stainless Steel Expansion Bellow, PN16 rating/ANSI Class 150, , Bolts & Nuts confirming to IS:780 & 2906, flange drill std. to IS:6392 Table 17, including loading, unloading, transportation charges and stacking at the site,complete as per specifications and as directed. Each Bellow to be supplied with 2 nos. loose plate flanges as per IS:6392, Table 17, for jointing to pipe along with complete set of hardware comprising of bolts, nuts, washers and gaskets necessary to obtain complete jointing of one complete set of Expansion Bellow. |
| 495 | IN INR |
| 496 | IN USD |
| 497 | IN JPY |
| 498 | Provision for Crossing of Culvert including Shoring, Dewatering, Laying of Pipes and Specials Etc., Complete. |
| 499 | For 4 M |
| 500 | IN INR |
| 501 | IN USD |
| 502 | IN JPY |
| 503 | For 5 M |
| 504 | IN INR |
| 505 | IN USD |
| 506 | IN JPY |
| 507 | For 6 M |
| 508 | IN INR |
| 509 | IN USD |
| 510 | IN JPY |
| 511 | Bill No. II : Operation and Maintenance |
| 512 | Bill No. IIA :Labour and Administrative |
| 513 | Lump sum price for O & M for 1st Year |
| 514 | IN INR |
| 515 | IN USD |
| 516 | IN JPY |
| 517 | Lump sum price for O & M for 2ndYear |
| 518 | IN INR |
| 519 | IN USD |
| 520 | IN JPY |
| 521 | Lump sum price for O & M for 3rd Year |
| 522 | IN INR |
| 523 | IN USD |
| 524 | IN JPY |
| 525 | Lump sum price for O & M for 4thYear |
| 526 | IN INR |
| 527 | IN USD |
| 528 | IN JPY |
| 529 | Lump sum price for O & M for 5thYear |
| 530 | IN INR |
| 531 | IN USD |
| 532 | IN JPY |
| 533 | Lump sum price for O & M for 6thYear |
| 534 | IN INR |
| 535 | IN USD |
| 536 | IN JPY |
| 537 | Lump sum price for O & M for 7thYear |
| 538 | IN INR |
| 539 | IN USD |
| 540 | IN JPY |
| 541 | Lump sum price for O & M for 8thYear |
| 542 | IN INR |
| 543 | IN USD |
| 544 | IN JPY |
| 545 | Lump sum price for O & M for 9thYear |
| 546 | IN INR |
| 547 | IN USD |
| 548 | IN JPY |
| 549 | Lump sum price for O & M for 10thYear |
| 550 | IN INR |
| 551 | IN USD |
| 552 | IN JPY |
| 553 | Lump sum price for O & M for 11thYear |
| 554 | IN INR |
| 555 | IN USD |
| 556 | IN JPY |
| 557 | Lump sum price for O & M for 12thYear |
| 558 | IN INR |
| 559 | IN USD |
| 560 | IN JPY |
| 561 | Lump sum price for O & M for 13thYear |
| 562 | IN INR |
| 563 | IN USD |
| 564 | IN JPY |
| 565 | Lump sum price for O & M for 14thYear |
| 566 | IN INR |
| 567 | IN USD |
| 568 | IN JPY |
| 569 | Lump sum price for O & M for 15thYear |
| 570 | IN INR |
| 571 | IN USD |
| 572 | IN JPY |
| 573 | Lump sum price for O & M for 16thYear |
| 574 | IN INR |
| 575 | IN USD |
| 576 | IN JPY |
| 577 | Lump sum price for O & M for 17thYear |
| 578 | IN INR |
| 579 | IN USD |
| 580 | IN JPY |
| 581 | Lump sum price for O & M for 18thYear |
| 582 | IN INR |
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| 584 | IN JPY |
| 585 | Lump sum price for O & M for 19thYear |
| 586 | IN INR |
| 587 | IN USD |
| 588 | IN JPY |
| 589 | Lump sum price for O & M for 20thYear |
| 590 | IN INR |
| 591 | IN USD |
| 592 | IN JPY |
| 593 | Bill No. IIB: Other fixed fees |
| 594 | Lump sum price for O & M for 1st Year |
| 595 | IN INR |
| 596 | IN USD |
| 597 | IN JPY |
| 598 | Lump sum price for O & M for 2ndYear |
| 599 | IN INR |
| 600 | IN USD |
| 601 | IN JPY |
| 602 | Lump sum price for O & M for 3rd Year |
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| 606 | Lump sum price for O & M for 4thYear |
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| 608 | IN USD |
| 609 | IN JPY |
| 610 | Lump sum price for O & M for 5thYear |
| 611 | IN INR |
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| 613 | IN JPY |
| 614 | Lump sum price for O & M for 6thYear |
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| 617 | IN JPY |
| 618 | Lump sum price for O & M for 7thYear |
| 619 | IN INR |
| 620 | IN USD |
| 621 | IN JPY |
| 622 | Lump sum price for O & M for 8thYear |
| 623 | IN INR |
| 624 | IN USD |
| 625 | IN JPY |
| 626 | Lump sum price for O & M for 9thYear |
| 627 | IN INR |
| 628 | IN USD |
| 629 | IN JPY |
| 630 | Lump sum price for O & M for 10thYear |
| 631 | IN INR |
| 632 | IN USD |
| 633 | IN JPY |
| 634 | Lump sum price for O & M for 11thYear |
| 635 | IN INR |
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| 637 | IN JPY |
| 638 | Lump sum price for O & M for 12thYear |
| 639 | IN INR |
| 640 | IN USD |
| 641 | IN JPY |
| 642 | Lump sum price for O & M for 13thYear |
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| 645 | IN JPY |
| 646 | Lump sum price for O & M for 14thYear |
| 647 | IN INR |
| 648 | IN USD |
| 649 | IN JPY |
| 650 | Lump sum price for O & M for 15thYear |
| 651 | IN INR |
| 652 | IN USD |
| 653 | IN JPY |
| 654 | Lump sum price for O & M for 16thYear |
| 655 | IN INR |
| 656 | IN USD |
| 657 | IN JPY |
| 658 | Lump sum price for O & M for 17thYear |
| 659 | IN INR |
| 660 | IN USD |
| 661 | IN JPY |
| 662 | Lump sum price for O & M for 18thYear |
| 663 | IN INR |
| 664 | IN USD |
| 665 | IN JPY |
| 666 | Lump sum price for O & M for 19thYear |
| 667 | IN INR |
| 668 | IN USD |
| 669 | IN JPY |
| 670 | Lump sum price for O & M for 20thYear |
| 671 | IN INR |
| 672 | IN USD |
| 673 | IN JPY |
| 674 | Bill No:IIC Variable Fee (Lubricants , Consumables, etc. for Maintenance) per year |
| 675 | Lump sum price for O & M for 1st Year |
| 676 | IN INR |
| 677 | IN USD |
| 678 | IN JPY |
| 679 | Lump sum price for O & M for 2ndYear |
| 680 | IN INR |
| 681 | IN USD |
| 682 | IN JPY |
| 683 | Lump sum price for O & M for 3rd Year |
| 684 | IN INR |
| 685 | IN USD |
| 686 | IN JPY |
| 687 | Lump sum price for O & M for 4thYear |
| 688 | IN INR |
| 689 | IN USD |
| 690 | IN JPY |
| 691 | Lump sum price for O & M for 5thYear |
| 692 | IN INR |
| 693 | IN USD |
| 694 | IN JPY |
| 695 | Lump sum price for O & M for 6thYear |
| 696 | IN INR |
| 697 | IN USD |
| 698 | IN JPY |
| 699 | Lump sum price for O & M for 7thYear |
| 700 | IN INR |
| 701 | IN USD |
| 702 | IN JPY |
| 703 | Lump sum price for O & M for 8thYear |
| 704 | IN INR |
| 705 | IN USD |
| 706 | IN JPY |
| 707 | Lump sum price for O & M for 9thYear |
| 708 | IN INR |
| 709 | IN USD |
| 710 | IN JPY |
| 711 | Lump sum price for O & M for 10thYear |
| 712 | IN INR |
| 713 | IN USD |
| 714 | IN JPY |
| 715 | Lump sum price for O & M for 11thYear |
| 716 | IN INR |
| 717 | IN USD |
| 718 | IN JPY |
| 719 | Lump sum price for O & M for 12thYear |
| 720 | IN INR |
| 721 | IN USD |
| 722 | IN JPY |
| 723 | Lump sum price for O & M for 13thYear |
| 724 | IN INR |
| 725 | IN USD |
| 726 | IN JPY |
| 727 | Lump sum price for O & M for 14thYear |
| 728 | IN INR |
| 729 | IN USD |
| 730 | IN JPY |
| 731 | Lump sum price for O & M for 15thYear |
| 732 | IN INR |
| 733 | IN USD |
| 734 | IN JPY |
| 735 | Lump sum price for O & M for 16thYear |
| 736 | IN INR |
| 737 | IN USD |
| 738 | IN JPY |
| 739 | Lump sum price for O & M for 17thYear |
| 740 | IN INR |
| 741 | IN USD |
| 742 | IN JPY |
| 743 | Lump sum price for O & M for 18thYear |
| 744 | IN INR |
| 745 | IN USD |
| 746 | IN JPY |
| 747 | Lump sum price for O & M for 19thYear |
| 748 | IN INR |
| 749 | IN USD |
| 750 | IN JPY |
| 751 | Lump sum price for O & M for 20thYear |
| 752 | IN INR |
| 753 | IN USD |
| 754 | IN JPY |
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