Public Health And Engineering Department has published Work Of Providing Fhtc In 29 Villages Of Tehsil Bikaner Under Udhasar Napasar Water Supply Project Phase Ii District Biakner Under Jjm Including One Year Defect Liability Period And Oandm Of Project. Submission Date for this Tender is 22-06-2021. Water Supply Project Tenders in Bikaner Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 11-Jun-2021 | Corrigendium | Other | 22-06-2021 |
| Name of Work :- Work of providing FHTC in 29 villages of Tehsil Bikaner under Udhasar-Napasar water supply project phase II District Biakner under JJM including one year Defect Liability period and O&M of project | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Part A :- Provision for Pumping Machinery for Various Pump Houses | 101 | ||
| 2 | 2 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee. | 102 | ||
| 3 | 3 | 5.0 HP | 103 | 16 | Each |
| 4 | 4 | 7.5 HP | 104 | 8 | Each |
| 5 | 5 | 10 HP | 105 | 4 | Each |
| 6 | 6 | 15 HP | 106 | 4 | Each |
| 7 | 7 | Supply erection testing and commissioning of pumps & motors of approved duty conditions as per scope of work and specifications given in the tender document. | 107 | ||
| 8 | 8 | PS at Bichhwal PS | 108 | ||
| 9 | 9 | 37 KW (Q=37.16 lps & H=55 m), 1W+ 1S | 109 | 74 | KW |
| 10 | 10 | PS at Bambloo PS | 110 | ||
| 11 | 11 | 22 KW (Q=15.66 lps & H=78 m), 1W+ 1 S | 111 | 44 | KW |
| 12 | 12 | PS at Himtasar PS | 112 | ||
| 13 | 13 | 30KW (Q=17.17 lps & H=91 m), 1W+ 1S | 113 | 60 | KW |
| 14 | 14 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. | 114 | ||
| 15 | 15 | 50 mm dia | 115 | 1 | Mtr. |
| 16 | 16 | 65 mm dia | 116 | 1 | Mtr. |
| 17 | 17 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | 117 | ||
| 18 | 18 | 50 mm dia | 118 | 1 | each |
| 19 | 19 | 65 mm dia | 119 | 4 | each |
| 20 | 20 | Providing and fixing G.I. pipes complete with G.I. fittings including trenching and refilling etc. | 120 | ||
| 21 | 21 | 40 mm dia | 121 | 7 | Mtr. |
| 22 | 22 | 50 mm dia | 122 | 8 | Mtr. |
| 23 | 23 | 65 mm dia | 123 | 41 | Mtr. |
| 24 | 24 | Providing and fixing gun metal non- return valve of approved quality (flanged/screwed end) : | 124 | ||
| 25 | 25 | 40 mm dia | 125 | 1 | each |
| 26 | 26 | 50 mm dia | 126 | 1 | each |
| 27 | 27 | 65 mm dia | 127 | 9 | each |
| 28 | 28 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : | 128 | ||
| 29 | 29 | 40 mm dia | 129 | 1 | each |
| 30 | 30 | 50 mm dia | 130 | 1 | each |
| 31 | 31 | 65 mm dia | 131 | 9 | each |
| 32 | 32 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. | 132 | ||
| 33 | 33 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 133 | 3141 | Kg |
| 34 | 34 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | 134 | ||
| 35 | 35 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | 135 | ||
| 36 | 36 | 80 mm dia | 136 | 24 | Each |
| 37 | 37 | 100 mm dia | 137 | 6 | Each |
| 38 | 38 | 125 mm dia | 138 | 12 | Each |
| 39 | 39 | 150 mm dia | 139 | 2 | Each |
| 40 | 40 | 200 mm dia | 140 | 6 | Each |
| 41 | 41 | Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valve of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 and of following specifications: Body & Bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Disc / plates - SG-400/12 or CF-8M, Face to face dimensions as per API: 594 , Flanges Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvanised steel) , Insersion rubber of black EPDM 6mm thick .Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | 141 | ||
| 42 | 42 | Class PN 1.6 | 142 | ||
| 43 | 43 | 80 mm dia | 143 | 8 | Each |
| 44 | 44 | 125 mm dia | 144 | 6 | Each |
| 45 | 45 | 200 mm dia | 145 | 2 | Each |
| 46 | 46 | Supply, installation and commissioning of Mono Rail Single Girder Crane suitable for lift up to 9m with chain 9m pulley block and traveling trolley\nexcluding cost of girder complete in all respect as per the direction of the Engineer. 2 MT Capacity | 146 | ||
| 47 | 47 | Gadhwala PS | 147 | 1 | set |
| 48 | 48 | Bambloo PS | 148 | 1 | set |
| 49 | 49 | Sherera PS | 149 | 1 | set |
| 50 | 50 | Himtasar PS | 150 | 1 | set |
| 51 | 51 | Kilchu Devera PS | 151 | 1 | set |
| 52 | 52 | DOL STARTER 5 HP - (1W+ 1S): I/C - MCB 32A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) | 152 | 16 | Each |
| 53 | 53 | DOL STARTER 7.5HP - (1W+ 1S): \n I/C - MCB 40A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) | 153 | 8 | Each |
| 54 | 54 | STAR DELTA STARTER 10.0 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCB 32A ,TP, 10 KA, C Curve (2), Power Cont 18A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 5Kvar (2), S/D Timer(2) | 154 | 4 | Each |
| 55 | 55 | STAR DELTA STARTER 15.0 HP - (1W+ 1S): I/C - MCB 63A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 60/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \n O/G- MCB 40A ,TP, 10 KA, C Curve (2), Power Cont 25A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (9-13A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 7.5Kvar (2), S/D Timer(2) | 155 | 2 | Each |
| 56 | 56 | Providing, installation, testing and commissioning of LT MCC with panels housing motor starters relays, MCB/MCCBs, bus-bar for all pump sets including all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications . | 156 | 178 | KW |
| 57 | 57 | SITC of self healing MPP/MP type shunt capacitor (banks) conforming to IS:13340-41 / IEC :831-1&2 in existing panel or parallel with load terminals , the capacitor shall be fitted with discharge resistors, pressure sensitive disconnector ( PSD ) and shall have dissipation factor less than 0.0025 at 50 Hz and total wattage loss less than 0.5 Watt per KVAR. including making connections with suitable capacity conductors/cables testing as required.\nHeavy duty Three phase 440 V , 50 Hz capacitor (Bank) | 157 | ||
| 58 | 58 | Existing PS at Bichhwal Headworks | 158 | 28.98 | KVAR |
| 59 | 59 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village | 159 | 78.053 | KVAR |
| 60 | 60 | Proposed TPS & Existing PS at Sherera | 160 | 42.504 | KVAR |
| 61 | 61 | Existing PS at Rajera | 161 | 10.626 | KVAR |
| 62 | 62 | Proposed PS at Kharda | 162 | 7.148 | KVAR |
| 63 | 63 | Proposed & Existing PS at Norandesar | 163 | 28.4 | KVAR |
| 64 | 64 | Proposed TPS, Proposed PS and Existing PS at Gusainsar | 164 | 35.549 | KVAR |
| 65 | 65 | Belasar Existing PS | 165 | 7.148 | KVAR |
| 66 | 66 | TPS at Himmtasar for Gadhwala and Napasar Side | 166 | 94.185 | KVAR |
| 67 | 67 | Proposed PS for Gadhwala village | 167 | 17.774 | KVAR |
| 68 | 68 | Proposed PS at Kilchu Devera | 168 | 39.026 | KVAR |
| 69 | 69 | SITC of microprocessor based intelligent power factor correction relay having sensitivity up to 50 milli Amp secondary current and following way, self analysing auto c/k setting according to targeted power factor setting, the relay shall have minimum three digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and shall have over load protection, no volt release etc. as required.\n6 to 14 stage - sensitivity upto 50 milli Amp. | 169 | ||
| 70 | 70 | Existing PS at Bichhwal Headworks | 170 | 2 | each |
| 71 | 71 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village | 171 | 2 | each |
| 72 | 72 | Proposed TPS & Existing PS at Sherera | 172 | 2 | each |
| 73 | 73 | Proposed TPS, Proposed PS and Existing PS at Gusainsar | 173 | 2 | each |
| 74 | 74 | TPS at Himmtasar for Gadhwala and Napasar Side | 174 | 2 | each |
| 75 | 75 | Providing & Laying 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.\n | 175 | ||
| 76 | 76 | PS at Bichhwal Headworks - 3 core 25 Sq. mm | 176 | 20 | Mtr. |
| 77 | 77 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 4 Sq. mm | 177 | 40 | Mtr. |
| 78 | 78 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 10 Sq. mm | 178 | 20 | Mtr. |
| 79 | 79 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 35 Sq. mm | 179 | 20 | Mtr. |
| 80 | 80 | Proposed TPS at Sherera - 3 core 4 Sq. mm | 180 | 40 | Mtr. |
| 81 | 81 | Existing PS at Rajera - 3 core 4 Sq. mm | 181 | 20 | Mtr. |
| 82 | 82 | Proposed PS at Kharda - 3 core 4 Sq. mm | 182 | 20 | Mtr. |
| 83 | 83 | Existing PS at Norangdesar - 3 core 4 Sq. mm | 183 | 20 | Mtr. |
| 84 | 84 | Proposed TPS & Proposed PS at Gusainsar - 3 core 4 Sq. mm | 184 | 40 | Mtr. |
| 85 | 85 | Belasar Existing PS - 3 core 4 Sq. mm | 185 | 20 | Mtr. |
| 86 | 86 | TPS at Himmtasar for Gadhwala side - 3 core 25 Sq. mm | 186 | 20 | Mtr. |
| 87 | 87 | Proposed PS for Gadhwala village - 3 core 4 Sq. mm | 187 | 40 | Mtr. |
| 88 | 88 | Proposed PS at Kilchu Devera - 3 core 10 Sq. mm | 188 | 20 | Mtr. |
| 89 | 89 | Proposed PS at Kilchu Devera - 3 core 4 Sq. mm | 189 | 40 | Mtr. |
| 90 | 90 | Supplying and making one end termination with heavy duty double compression brass gland SIBG type, heavy duty copper lugs duly crimped with crimping tool, PVC tape etc for following size of Armoured PVC insulated & PVC sheathed/ XLPE aluminium conductor cable of 1100 volt grade as required of size. | 190 | ||
| 91 | 91 | PS at Bichhwal Headworks - 3 core 25 Sq. mm | 191 | 4 | set |
| 92 | 92 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 4 Sq. mm | 192 | 8 | set |
| 93 | 93 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 10 Sq. mm | 193 | 4 | set |
| 94 | 94 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 35 Sq. mm | 194 | 4 | set |
| 95 | 95 | Proposed TPS at Sherera - 3 core 4 Sq. mm | 195 | 8 | set |
| 96 | 96 | Existing PS at Rajera - 3 core 4 Sq. mm | 196 | 4 | set |
| 97 | 97 | Proposed PS at Kharda - 3 core 4 Sq. mm | 197 | 4 | set |
| 98 | 98 | Existing PS at Norangdesar - 3 core 4 Sq. mm | 198 | 4 | set |
| 99 | 99 | Proposed TPS & Proposed PS at Gusainsar - 3 core 4 Sq. mm | 199 | 8 | set |
| 100 | 100 | Belasar Existing PS - 3 core 4 Sq. mm | 200 | 4 | set |
| 101 | 101 | TPS at Himmtasar for Gadhwala side - 3 core 25 Sq. mm | 201 | 4 | set |
| 102 | 102 | Proposed PS for Gadhwala village - 3 core 4 Sq. mm | 202 | 8 | set |
| 103 | 103 | Proposed PS at Kilchu Devera - 3 core 10 Sq. mm | 203 | 4 | set |
| 104 | 104 | Proposed PS at Kilchu Devera - 3 core 4 Sq. mm | 204 | 8 | set |
| 105 | 105 | Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required. \n600mm x 50mm x 2.0mm | 205 | ||
| 106 | 106 | PS at Bichhwal Headworks - 3 core 25 Sq. mm | 206 | ||
| 107 | 107 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 4 Sq. mm | 207 | 15 | Mtr. |
| 108 | 108 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 10 Sq. mm | 208 | 15 | Mtr. |
| 109 | 109 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village\n - 3 core 35 Sq. mm | 209 | 15 | Mtr. |
| 110 | 110 | Proposed TPS at Sherera - 3 core 4 Sq. mm | 210 | 15 | Mtr. |
| 111 | 111 | Existing PS at Rajera - 3 core 4 Sq. mm | 211 | 5 | Mtr. |
| 112 | 112 | Proposed PS at Kharda - 3 core 4 Sq. mm | 212 | 5 | Mtr. |
| 113 | 113 | Existing PS at Norangdesar - 3 core 4 Sq. mm | 213 | 5 | Mtr. |
| 114 | 114 | Proposed TPS & Proposed PS at Gusainsar - 3 core 4 Sq. mm | 214 | 5 | Mtr. |
| 115 | 115 | Belasar Existing PS - 3 core 4 Sq. mm | 215 | 5 | Mtr. |
| 116 | 116 | TPS at Himmtasar for Gadhwala side - 3 core 25 Sq. mm | 216 | 15 | Mtr. |
| 117 | 117 | Proposed PS for Gadhwala village - 3 core 4 Sq. mm | 217 | 15 | Mtr. |
| 118 | 118 | Proposed PS at Kilchu Devera - 3 core 10 Sq. mm | 218 | 5 | Mtr. |
| 119 | 119 | Proposed PS at Kilchu Devera - 3 core 4 Sq. mm | 219 | 5 | Mtr. |
| 120 | 120 | Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm 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 size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required. | 220 | ||
| 121 | 121 | Existing PS at Bichhwal Headworks | 221 | 1 | each |
| 122 | 122 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village | 222 | 1 | each |
| 123 | 123 | Proposed TPS & Existing PS at Sherera | 223 | 1 | each |
| 124 | 124 | Existing PS at Rajera | 224 | 1 | each |
| 125 | 125 | Proposed PS at Kharda | 225 | 1 | each |
| 126 | 126 | Proposed & Existing PS at Norandesar | 226 | 1 | each |
| 127 | 127 | Proposed TPS, Proposed PS and Existing PS at Gusainsar | 227 | 1 | each |
| 128 | 128 | Belasar Existing PS | 228 | 1 | each |
| 129 | 129 | TPS at Himmtasar for Gadhwala and Napasar Side | 229 | 1 | each |
| 130 | 130 | Proposed PS for Gadhwala village | 230 | 1 | each |
| 131 | 131 | Proposed PS at Kilchu Devera | 231 | 1 | each |
| 132 | 132 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. of following size. \n50mm x 6mm G. I. strip | 232 | ||
| 133 | 133 | Existing PS at Bichhwal Headworks | 233 | 50 | Mtr. |
| 134 | 134 | Proposed TPS at Bambloo & Proposed PS for Zone-2 of Bambloo Village | 234 | 110 | Mtr. |
| 135 | 135 | Proposed TPS & Existing PS at Sherera | 235 | 70 | Mtr. |
| 136 | 136 | Existing PS at Rajera | 236 | 50 | Mtr. |
| 137 | 137 | Proposed PS at Kharda | 237 | 50 | Mtr. |
| 138 | 138 | Proposed & Existing PS at Norandesar | 238 | 50 | Mtr. |
| 139 | 139 | Proposed TPS, Proposed PS and Existing PS at Gusainsar | 239 | 70 | Mtr. |
| 140 | 140 | Belasar Existing PS | 240 | 50 | Mtr. |
| 141 | 141 | TPS at Himmtasar for Gadhwala and Napasar Side | 241 | 50 | Mtr. |
| 142 | 142 | Proposed PS for Gadhwala village | 242 | 70 | Mtr. |
| 143 | 143 | Proposed PS at Kilchu Devera | 243 | 90 | Mtr. |
| 144 | 144 | SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Meter Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration parameters and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. | 244 | ||
| 145 | 145 | EFM 50 mm | 245 | 2 | Each |
| 146 | 146 | EFM 80 mm | 246 | 8 | Each |
| 147 | 147 | EFM100 mm | 247 | 6 | Each |
| 148 | 148 | EFM 150 mm | 248 | 2 | Each |
| 149 | 149 | EFM 200 mm | 249 | 4 | Each |
| 150 | 150 | Providing, installation, testing and commissioning of Solenoid operated Mechanically linked Diaphragm type Dosing pump sets suitable for disinfection of drinking water.\nFlow Control by Manual means.\nMaterial of construction for Wetted Parts-NRV ball- PP Ceramic , Diaphragm PTFE backed by Hyplon.\nAccessories- suction & discharge tubing of LDPE Material up to 3.0 mtrs. in length with 1/4 '' hose holder connection. Strainer Cum Foot Valve, antisyphon Valve in PP, built in Electrical Cable Moulded with plug, PVC Tank of 100 Ltr and Instructions manual.\nFlow/Capacity- 0-6 LPH \nPressure- 4 Kg/cm2\nLiquid to be used- HCL 33%/ Chlorine Dosing.\n\n | 250 | 10 | Each |
| 151 | 151 | Part B :- Provision for Providing, Laying and Jointing of rising mains from PH to OHSR. | 251 | ||
| 152 | 152 | 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 upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, 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. (excluding earth work) \nNote : 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. | 252 | ||
| 153 | 153 | 100 mm | 253 | 63125 | Mtr. |
| 154 | 154 | 150 mm | 254 | 16533 | Mtr. |
| 155 | 155 | 200 mm | 255 | 20475 | Mtr. |
| 156 | 156 | 250 mm | 256 | 19365 | Mtr. |
| 157 | 157 | 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 upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, 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. (excluding earth work) \nNote : 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. | 257 | ||
| 158 | 158 | 100 mm | 258 | 4655 | Mtr. |
| 159 | 159 | 200 mm | 259 | 9896 | Mtr. |
| 160 | 160 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | 260 | ||
| 161 | 161 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | 261 | ||
| 162 | 162 | 100 mm dia | 262 | 46 | Each |
| 163 | 163 | 150 mm dia | 263 | 2 | Each |
| 164 | 164 | 200 mm dia | 264 | 3 | Each |
| 165 | 165 | 250 mm dia | 265 | 1 | Each |
| 166 | 166 | Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ galvanised steel.Insersion rubber of black EPDM 6mm thick . Suitable support structure as per directions of EIC. Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | 266 | ||
| 167 | 167 | Manually Operated CI Sluice valve of Class PN-1.0 | 267 | ||
| 168 | 168 | 100 mm HW | 268 | 22 | Each |
| 169 | 169 | 150 mm HW | 269 | 7 | Each |
| 170 | 170 | 200 mm HW | 270 | 5 | Each |
| 171 | 171 | 250 mm HW | 271 | 4 | Each |
| 172 | 172 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. | 272 | ||
| 173 | 173 | Class PN 1.6 | 273 | ||
| 174 | 174 | 50 mm | 274 | 147 | Each |
| 175 | 175 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | 275 | ||
| 176 | 176 | 100 mm dia. | 276 | 68 | Each |
| 177 | 177 | 150 mm dia. | 277 | 9 | Each |
| 178 | 178 | 200 mm dia. | 278 | 8 | Each |
| 179 | 179 | 250 mm dia. | 279 | 5 | Each |
| 180 | 180 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | 280 | ||
| 181 | 181 | In all type of soil | 281 | ||
| 182 | 182 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 282 | 84313 | Mtr. |
| 183 | 183 | For dia of pipe above 150 mm and up to 350 mm nominal. | 283 | 49736 | Mtr. |
| 184 | 184 | 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 for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | 284 | 241 | CuM |
| 185 | 185 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 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 for trench width more than specified, complete work as per technical specification and scope of work. | 285 | 72.3 | CuM |
| 186 | 186 | 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 for trench width more than specified, complete work as per technical specification and scope of work. | 286 | ||
| 187 | 187 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 287 | 168.7 | CuM |
| 188 | 188 | 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.\nApply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification. \n | 288 | ||
| 189 | 189 | 400 mm Dia 8 mm thick casing pipe with protective coating. | 289 | 60 | Mtr. |
| 190 | 190 | Construction of RCC Sluice valve chamber of various sizes of Sluice Valves as per departmental specification & norms as per drawing. The RCC wall and floor of Chamber shall be constructed with C.C. M-20 with 150 mm thick. The Chamber shall be constructed on 150mm thick PCC of 1:4:8 and the roof cover shall be of ferrocement having suitable size hole to operate Valve for following sizes of valves- | 290 | ||
| 191 | 191 | Type - A (80 mm to 100 mm dia) | 291 | 46 | each |
| 192 | 192 | Type - B (125 mm to 200 mm dia) | 292 | 5 | each |
| 193 | 193 | Type - C (250 mm to 350 mm dia) | 293 | 1 | each |
| 194 | 194 | Construction of RCC Air valve Shaft of various sizes of Single/Double Air Valves as per departmental specification & norms as per drawing. The shaft shall be of RCC wall and footing shall be constructed with C.C. M-20. The shaft shall be constructed on 100mm thick PCC of 1:4:8 for following sizes of riser pipe- | 294 | ||
| 195 | 195 | Air valve Shaft for 50 mm dia of riser pipe | 295 | 120 | Each |
| 196 | 196 | Part C :- Provision for Construction and commissioning of OHSR | 296 | ||
| 197 | 197 | Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection , all labour and material charges including providing and fixing of accessories such as ladder , manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, column, bracing, carbonation paint on external surface of top dome, food grade epoxy paint on internal surface and giving satisfactory hydraulic test and water tightness test as per I.S. code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes conducting SBC test, design and proof check of reservoirs (if required),painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to reach at height of 4.5 Mtr(start of RCC reservoir) and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work . | 297 | ||
| 198 | 198 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. | 298 | ||
| 199 | 199 | Rates for RCC OHSR, SBC 7T/sqm, seismic zone III and Staging 18 Meter. | 299 | ||
| 200 | 200 | 100 KL capacity ( 3 No.)\n | 300 | 300000 | Litre |
| 201 | 201 | 150 KL capacity ( 4 No.) | 301 | 600000 | Litre |
| 202 | 202 | 200 KL capacity ( 5 No.) | 302 | 1e+06 | Litre |
| 203 | 203 | 250 KL capacity ( 1 No.) | 303 | 250000 | Litre |
| 204 | 204 | Providing and flxing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended upto date), as vertical pipes for RCC Reservoirs including specials required such as duckfoot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all resepect upto and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | 304 | ||
| 205 | 205 | 100 mm | 305 | 630 | Mtr. |
| 206 | 206 | 150 mm | 306 | 110 | Mtr. |
| 207 | 207 | 200 mm | 307 | 270 | Mtr. |
| 208 | 208 | Valves at Inlet/Outlet/Wash out/Over Flow | 308 | ||
| 209 | 209 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | 309 | ||
| 210 | 210 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | 310 | ||
| 211 | 211 | 80 mm dia | 311 | 20 | Each |
| 212 | 212 | 100 mm dia | 312 | 20 | Each |
| 213 | 213 | 150 mm dia | 313 | 10 | Each |
| 214 | 214 | 200 mm dia | 314 | 18 | Each |
| 215 | 215 | Providing and fixing double flanged ISI marked GI pipes (external works) with GI fittings excluding valves (IS:1239 mark) and MS clamps, as vertical pipes for RCC Reservoirs including specials required such as bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work. | 315 | ||
| 216 | 216 | 80 mm | 316 | 673 | Mtr. |
| 217 | 217 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | 317 | ||
| 218 | 218 | 80 mm | 318 | 21 | Each |
| 219 | 219 | 100 mm | 319 | 18 | Each |
| 220 | 220 | 150 mm | 320 | 8 | Each |
| 221 | 221 | 200 mm | 321 | 18 | Each |
| 222 | 222 | Part D :- Provision for construction of CWR\nConstruction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.\nNotes\n | 322 | ||
| 223 | 223 | The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete. | 323 | ||
| 224 | 224 | Rates for RCC Circular Flat Slab CWR, SBC 7T/sqm, seismic zone III . | 324 | ||
| 225 | 225 | up to100 KL capacity ( 50 KL 2 No., 75 KL 1 no., 100 KL 1 no.) | 325 | 275000 | Litre |
| 226 | 226 | 150 KL capacity (1 No.) | 326 | 150000 | Litre |
| 227 | 227 | 300 KL capacity (1 No) | 327 | 300000 | Litre |
| 228 | 228 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | 328 | ||
| 229 | 229 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | 329 | ||
| 230 | 230 | 80 mm dia | 330 | 6 | Each |
| 231 | 231 | 100 mm dia | 331 | 4 | Each |
| 232 | 232 | 150 mm dia | 332 | 2 | Each |
| 233 | 233 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | 333 | ||
| 234 | 234 | 80 mm | 334 | 10 | Each |
| 235 | 235 | 100 mm | 335 | 8 | Each |
| 236 | 236 | 150 mm | 336 | 6 | Each |
| 237 | 237 | Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge. | 337 | ||
| 238 | 238 | MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) | 338 | 594 | Kg |
| 239 | 239 | Part E :- Provision for civil works such as construction of pump house, boundary wall, campus development, rejuvanation of existing PH\nConstruction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. | 339 | ||
| 240 | 240 | Proposed TPS at Bambloo | 340 | 92.3 | sqm |
| 241 | 241 | Proposed TPS at Sherera | 341 | 65 | sqm |
| 242 | 242 | Proposed PS at Kharda | 342 | 32 | sqm |
| 243 | 243 | Proposed PS at Norangdesar | 343 | 32 | sqm |
| 244 | 244 | Proposed TPS at Gusainsar | 344 | 67 | sqm |
| 245 | 245 | TPS at Himmtasar for Gadhwala side | 345 | 52 | sqm |
| 246 | 246 | Proposed PS for Gadhwala village | 346 | 65 | sqm |
| 247 | 247 | Proposed PS at Kilchu Devera | 347 | 80 | sqm |
| 248 | 248 | External Lighting | 348 | ||
| 249 | 249 | P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/MH LAMP, made from powder coated single piece pressure die cast aluminium housing electrochemically brightened and anodized POT optics aluminium reflector, heat resistant & toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp) street light suitable for metal halide lamps : 1x150W | 349 | ||
| 250 | 250 | Proposed TPS at Bambloo | 350 | 2 | Nos. |
| 251 | 251 | Proposed TPS at Sherera | 351 | 2 | Nos. |
| 252 | 252 | Proposed PS at Kharda | 352 | 2 | Nos. |
| 253 | 253 | Proposed TPS at Gusainsar | 353 | 2 | Nos. |
| 254 | 254 | TPS at Himmtasar for Gadhwala side | 354 | 2 | Nos. |
| 255 | 255 | Proposed PS for Gadhwala village | 355 | 2 | Nos. |
| 256 | 256 | Proposed PS at Kilchu Devera | 356 | 2 | Nos. |
| 257 | 257 | Supply and errection of MS swaged tubuler pole as per IS 27131980(part I & II) and made out from tube of ISI mark for structural purpose, with MS base base plate in position, including excavation of pit, filling the same with C.C. of M-10 grade (1:3:6) from bottom to 50 cm above the ground level with the help of steel frame of 40 cm dia upto bottom section of 114.3 mm OD & 50 cm dia beyond 114.3 mm OD, duly finished with cement plaster, GI cable sleev, earthing terminal, cable entry, rubber paint upto CC level, red oxide in remaining portion, duly finished with two coats of Aluminium/enamel paint, approved by engineer incharge. The pole shall be as per following specification (7.5 mtr. (410 SP-5)) | 357 | ||
| 258 | 258 | Proposed TPS at Bambloo | 358 | 2 | Nos. |
| 259 | 259 | Proposed TPS at Sherera | 359 | 2 | Nos. |
| 260 | 260 | Proposed PS at Kharda | 360 | 2 | Nos. |
| 261 | 261 | Proposed TPS at Gusainsar | 361 | 2 | Nos. |
| 262 | 262 | TPS at Himmtasar for Gadhwala side | 362 | 2 | Nos. |
| 263 | 263 | Proposed PS for Gadhwala village | 363 | 2 | Nos. |
| 264 | 264 | Proposed PS at Kilchu Devera | 364 | 2 | Nos. |
| 265 | 265 | Add for Supply & fixing of MS overhang of following size over the existing poles (76.1 mm OD x 3.25 mm thickness) | 365 | ||
| 266 | 266 | Proposed TPS at Bambloo | 366 | 2 | Nos. |
| 267 | 267 | Proposed TPS at Sherera | 367 | 2 | Nos. |
| 268 | 268 | Proposed PS at Kharda | 368 | 2 | Nos. |
| 269 | 269 | Proposed TPS at Gusainsar | 369 | 2 | Nos. |
| 270 | 270 | TPS at Himmtasar for Gadhwala side | 370 | 2 | Nos. |
| 271 | 271 | Proposed PS for Gadhwala village | 371 | 2 | Nos. |
| 272 | 272 | Proposed PS at Kilchu Devera | 372 | 2 | Nos. |
| 273 | 273 | P & F Normal/ High Output High pressure sodium vapour/ Metal halide/ Halogen lamp as required : Metal Halide Lamp Double ended 150 Watts | 373 | ||
| 274 | 274 | Proposed TPS at Bambloo | 374 | 2 | Nos. |
| 275 | 275 | Proposed TPS at Sherera | 375 | 2 | Nos. |
| 276 | 276 | Proposed PS at Kharda | 376 | 2 | Nos. |
| 277 | 277 | Proposed TPS at Gusainsar | 377 | 2 | Nos. |
| 278 | 278 | TPS at Himmtasar for Gadhwala side | 378 | 2 | Nos. |
| 279 | 279 | Proposed PS for Gadhwala village | 379 | 2 | Nos. |
| 280 | 280 | Proposed PS at Kilchu Devera | 380 | 2 | Nos. |
| 281 | 281 | P & F Electronic ignitor suitable for HPSV/ Metal halide lamp up to 30.0 Mtr. distance as required. | 381 | ||
| 282 | 282 | Proposed TPS at Bambloo | 382 | 2 | Nos. |
| 283 | 283 | Proposed TPS at Sherera | 383 | 2 | Nos. |
| 284 | 284 | Proposed PS at Kharda | 384 | 2 | Nos. |
| 285 | 285 | Proposed TPS at Gusainsar | 385 | 2 | Nos. |
| 286 | 286 | TPS at Himmtasar for Gadhwala side | 386 | 2 | Nos. |
| 287 | 287 | Proposed PS for Gadhwala village | 387 | 2 | Nos. |
| 288 | 288 | Proposed PS at Kilchu Devera | 388 | 2 | Nos. |
| 289 | 289 | P/Laying 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,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4cx6mm sq aluminium armoured | 389 | ||
| 290 | 290 | Proposed TPS at Bambloo | 390 | 30 | Mtr. |
| 291 | 291 | Proposed TPS at Sherera | 391 | 30 | Mtr. |
| 292 | 292 | Proposed PS at Kharda | 392 | 30 | Mtr. |
| 293 | 293 | Proposed TPS at Gusainsar | 393 | 30 | Mtr. |
| 294 | 294 | TPS at Himmtasar for Gadhwala side | 394 | 30 | Mtr. |
| 295 | 295 | Proposed PS for Gadhwala village | 395 | 30 | Mtr. |
| 296 | 296 | Proposed PS at Kilchu Devera | 396 | 30 | Mtr. |
| 297 | 297 | Construction of Cement Concrete Road | 397 | ||
| 298 | 298 | Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre \nIn all types of soil [MoRTH Specification : Clause : 301] | 398 | ||
| 299 | 299 | Proposed TPS at Bambloo | 399 | 125 | Cum |
| 300 | 300 | Proposed TPS at Sherera | 400 | 100 | Cum |
| 301 | 301 | Proposed PS at Kharda | 401 | 75 | Cum |
| 302 | 302 | Proposed TPS at Gusainsar | 402 | 87.5 | Cum |
| 303 | 303 | TPS at Himmtasar for Gadhwala side | 403 | 87.5 | Cum |
| 304 | 304 | Proposed PS for Gadhwala village | 404 | 237.5 | Cum |
| 305 | 305 | Proposed PS at Kilchu Devera | 405 | 137.5 | Cum |
| 306 | 306 | Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery. | 406 | ||
| 307 | 307 | Proposed TPS at Bambloo | 407 | ||
| 308 | 308 | P.C.C.M-15 grade | 408 | 28.125 | Cum |
| 309 | 309 | P.C.C.M-20 grade | 409 | 18.75 | Cum |
| 310 | 310 | Proposed TPS at Sherera | 410 | ||
| 311 | 311 | P.C.C.M-15 grade | 411 | 22.5 | Cum |
| 312 | 312 | P.C.C.M-20 grade | 412 | 15 | Cum |
| 313 | 313 | Proposed PS at Kharda | 413 | ||
| 314 | 314 | P.C.C.M-15 grade | 414 | 16.875 | Cum |
| 315 | 315 | P.C.C.M-20 grade | 415 | 11.25 | Cum |
| 316 | 316 | Proposed TPS at Gusainsar | 416 | ||
| 317 | 317 | P.C.C.M-15 grade | 417 | 19.6875 | Cum |
| 318 | 318 | P.C.C.M-20 grade | 418 | 13.125 | Cum |
| 319 | 319 | TPS at Himmtasar for Gadhwala side | 419 | ||
| 320 | 320 | P.C.C.M-15 grade | 420 | 19.6875 | Cum |
| 321 | 321 | P.C.C.M-20 grade | 421 | 13.125 | Cum |
| 322 | 322 | Proposed PS for Gadhwala village | 422 | ||
| 323 | 323 | P.C.C.M-15 grade | 423 | 53.4375 | Cum |
| 324 | 324 | P.C.C.M-20 grade | 424 | 35.625 | Cum |
| 325 | 325 | Proposed PS at Kilchu Devera | 425 | ||
| 326 | 326 | P.C.C.M-15 grade | 426 | 30.9375 | Cum |
| 327 | 327 | P.C.C.M-20 grade | 427 | 20.625 | Cum |
| 328 | 328 | Cement concrete pavement with 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including finishing complete. | 428 | ||
| 329 | 329 | TPS at Himmtasar for Gadhwala side | 429 | 25 | Mtr. |
| 330 | 330 | Proposed PS for Gadhwala village | 430 | 10 | Mtr. |
| 331 | 331 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. | 431 | ||
| 332 | 332 | Proposed PS at Kharda | 432 | 100 | Mtr. |
| 333 | 333 | Proposed PS at Kilchu Devera | 433 | 252 | Mtr. |
| 334 | 334 | Provision for rejuvenation of exisitng pump houses.\nRAJERA PUMPING STATION | 434 | ||
| 335 | 335 | Earthwork in excavation over area (exceeding 30 cm in depth, 1.5 Mtr. In width as well as 10 Sqm on plan) including disposal of excavated earth lead upto 50 Mtr. and lift upto 1.5 Mtr. disposed earth to be levelled and neatly dressed all kinds of soil | 435 | 18 | Cum. |
| 336 | 336 | Providing and laying in position cement concrete including curing compaction etc. of specified grade excluding the cost of centering and shuttering - All up to plinth level M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size). | 436 | 9 | Cum |
| 337 | 337 | Demolishing brick work including stacking of serviceable material and disposal of unserviceable material within 50 meters lead. In Cement mortar. | 437 | 6 | cum. |
| 338 | 338 | Dismentling of stone slab roofing with stacking serviceable material disposal of unserviceable material within lead of 50 M. Stone slab roofing terrace kharjana etc. | 438 | 3 | Sqm. |
| 339 | 339 | Brick work with F.P.S. bricks of class designation 75 in foundation and plinth in: Cement Mortar 1:6 (1-Cement:6-coarse sand). Cement Mortar 1:6 (1-Cement:6-coarse sand). | 439 | 9 | Cum |
| 340 | 340 | Brick work with F.P.S. bricks of class designation 75 in superstructure above plinth level upto floor V level in all shapes and sizes in : Cement Mortar 1:6 (1-Cement:6-coarse sand). | 440 | 15 | Cum |
| 341 | 341 | Repairs to plaster of thickness 12mm to 20mm in patches of area 2.5 sq. metres and under including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete including disposal of rubbish to the dumping ground within 50 m lead : With cement mortar 1 :4 ( 1 cement : 4 Fine sand) | 441 | 153 | Sqm. |
| 342 | 342 | Kota stone slabs 25 mm thick in risers of steps, skirting, dado and pillars laid on 12 mm (average) thick cement mortar 1:3 (1 cement 3 coarse sand) and jointed with grey cement slurry mixed with pigment to match the shade of the slabs, including rubbing and polishing complete. For area of each slab upto 901 to 2000 Sqcm | 442 | 36 | Sqm |
| 343 | 343 | Plaster on new surface on walls in cement sand mortar 1:6 including racking of joints etc. complete fine finished 12 mm thick. | 443 | 186 | Sqm. |
| 344 | 344 | Providing & fixing ms sheet double leaf door shutters in angle iron frame 35x35x5 mm suitablly diagonally braced with 25x3mm flat iron above and below lock rail of size 50x5 mm beading extra includingall fittings, as per direction of engg. incharge but excluding coat of chokhats including two coats of anti corrasive red oxide primer paint. MS sheet 18 SWG | 444 | 3 | Sqm. |
| 345 | 345 | Colour washing of all shades to give an even shade including all scaffolding.Old work (one or more coats) with whiting with a base coat of white washing including scrapping old surface. | 445 | 120 | Sqm |
| 346 | 346 | Supplying and fixing fixed wire gauge to the metal frame of rolled section by metal beading 20x3mm with suitable screw at not exceeding 150 mm distance. 14 mesh x 24 gauge | 446 | 3 | Sqm. |
| 347 | 347 | Repair to damaged cement plaster of stone chajja with CM 1 : 3 of\nrequired thickness on top & bottom as per existing pattern and\nmaking patta etc complete up to three floor level as per direction\nof Engineer in charge including all necessary scoffolding etc | 447 | 3 | Sqm. |
| 348 | 348 | Stone slab roofing on ground floor with fine grained stone slab from aproved quarry (Soorsagar, Jodhpur) including filling of joints of parapet and slab on both sides in cement sand mortar 1 :4 with top 15Cm. thick lime concrete (40:100) terracing (as per BIKANER PRACTICE) including sandla ralthal, hemp and methi well tapping finished smooth polished surface in all respects in lime surkhimortar 1 : 2 with nails and wire and lime batta (gola) 75 mm x 75 mm and sandla etc. complete finished for span : Above 2.00 mtr upto 2.50 metre. | 448 | 15 | Sqm. |
| 349 | 349 | Structural steel work in single section fixed with or without connecting plate including cutting hoisting (heigth upto 10 M. ), fixing in position and applying and priming coat of approved steel primer all complete | 449 | 51 | Kg. |
| 350 | 350 | Finishing wall with water proofing cement paint of approved brand and manufacture and or required shade to given an even shade including all scaffolding Old work (Three or more coats) | 450 | 141 | Sqm. |
| 351 | 351 | P/F 16mm MS fan clamp of standard shape and size in RCC slab stone slab roofing including cutting chaseand making good and painting exposed portion of the clamp complete in new roof. | 451 | 3 | Nos. |
| 352 | 352 | P&F T-iron/angle iron frames for doors, windows and ventilators or mild steel tee or angles section joints mitred and welded with 15 x 3mm lugs, 10cm long embdded in cement concrete blocks 15 x 15 x 10cm. size of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or rawl plugs and screws or with fixing clips and screws or with bolts and nuts as required including fixing of necessary butt hinges and screws and applying a priming coat of approved steel primer. | 452 | 96 | Kg. |
| 353 | 353 | Providing and fixing steel glazed doors, windows and ventilators shutters of standard rolled steel section joints mitred and welded with steel lugs 13 x 3mm, 10 cm. long embdded in cement concrete block 15 x 10 x 10cm. of 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) or with wooden plugs and screws or with fixing clips or with bolts and nuts as required including providing and fixing of plain glass panes 3mm thick with glazing clips and special metal sash putty of approved make or metal beading with screws complete including priming coat of approved steel primer, excluding cost of metal beading and other fitting except necessary hinges of pivots steel handles peg stay etc. as requried window side hug (openable) | 453 | 3 | Sqm. |
| 354 | 354 | S/F wire gauge of 14 mesh x 24 gauge to the metal frame of rolled section by metal beading 20 x 3mm with suitable screw at not exceeding 150mm distance. | 454 | 3 | Sqm. |
| 355 | 355 | P&F square bars or other flat welded to windows, ventilators etc. | 455 | 9 | Kg. |
| 356 | 356 | Painting with enamel paint of approved brand and manufacture to given an even sdhade two or more coats on new work | 456 | 9 | Sqm. |
| 357 | 357 | Wiring of light point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved make in double lock/ ISI marked single lock pvc casing capping & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers , making connections, testing etc. as required. | 457 | ||
| 358 | 358 | (a) Medium Point (upto 6 Mtr. | 458 | 12 | Point |
| 359 | 359 | (b) Long Point (upto 6 Mtr.) | 459 | 12 | Point |
| 360 | 360 | Wiring of fan point / exhaust fan point with 1.5 sq. mm FR PVC insulated unsheathed 1.1kV grade flexible copper conductor and 1.5 sq.mm FR PVC insulated copper earth conductor (IS:694) of approved make in double lock/ ISI marked single lock pvc casing capping & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers , making connections, testing etc. as required. | 460 | ||
| 361 | 361 | (a) Medium Point (upto 6 Mtr. | 461 | 12 | Point |
| 362 | 362 | (b) Long Point (upto 6 Mtr.) | 462 | 9 | Point |
| 363 | 363 | Wiring of 3 pin 5 amp. light plug point with 1.5 sq. mm FR PVC insulated unsheathed flexible copper conductor 1.1 kV grade and 1.5 sq.mm FR PVC insulated unsheathed flexible copper earth conductor 1.1 kV grade(IS:694) of approved make in surface / recessed ISI marked medium duty PVC conduit & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board & false ceiling point, 6 A switch, 6 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, making connections, testing etc. as required. | 463 | ||
| 364 | 364 | (a) On board | 464 | 9 | each |
| 365 | 365 | (b) Short point | 465 | 9 | Point |
| 366 | 366 | Wiring of 6 pin 15 amp. Light power point with 4.0 sq. mm PVC insulated unsheathed solid / stranded copper conductor 1.1 kV grade of approved make in surface / recessed ISI marked pvc conduit & it's accessories, 18 SWG M.S. box with earth terminal, screwless cage connectors for neutral looping in switch board , 15 A switch, 15 A socket, 3.0 mm thick phenolic laminated sheet, zinc plated / brass screws, cup washers, bushes, check nuts, making connections, testing etc. as required. | 466 | ||
| 367 | 367 | (a) Medium Point | 467 | 8 | Point |
| 368 | 368 | (b) Long point | 468 | 9 | Point |
| 369 | 369 | Wiring for circuit sub main wiring with following size PVC insulated aluminium conductor single core (Is:694) of cat.II approve make in PVC casing caping of approved make including laying of bare aluminium conductor size 2.24mm dia complete with making connections 2 x 6 Sqmm (35% extra rates for using copper conductor)) | 469 | 36 | Mtr. |
| 370 | 370 | Supplying and drawing PVC insulated solid single core copper conductor 1100 volts grade (IS:694) of cat. II and approved make existing metalic or PVC conduit pipe surface or recessed including making connections etc. as required 1 x 6.0 sqmm (35% extra rates for using copper conductor) | 470 | 18 | Mtr. |
| 371 | 371 | P&F box type fluorescent tube fitting fabricated from CRCA sheet and finished with powder coating/ stove enamalled paint complete with accessories like (OCCB, starter, starter seat)/ EB condenser rotor holder terminal block duly prewired with copper conductor including making connection, testing etc. as required (without tube) 1 x 36 Watts with OCCB | 471 | 3 | Nos. |
| 372 | 372 | P&F florescent tube rod in existing fixture as required 36/40 watts | 472 | 3 | Nos. |
| 373 | 373 | Provision for Demolition of existing structure.. | 473 | ||
| 374 | 374 | Abondoned OHSR 250 KL 18 mtr staging at village Bambloo. | 474 | 1 | each |
| 375 | 375 | Abondoned OHSR 225 KL 18 mtr staging at village Sherera. | 475 | 1 | each |
| 376 | 376 | Abondoned GLR at village Himatsar. | 476 | 1 | each |
| 377 | 377 | Part F : - Provision for Providing, Laying and Jointing of distribution mains.(Internal Village Distribution) | 477 | ||
| 378 | 378 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . \nNote : 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.\nSupply may be in coil or straight length in 6 M/12 M. HDPE PE-80 PN-6 | 478 | ||
| 379 | 379 | 75 mm dia | 479 | 67861 | Mtr. |
| 380 | 380 | 90 mm dia | 480 | 23556 | Mtr. |
| 381 | 381 | 110 mm dia | 481 | 11214 | Mtr. |
| 382 | 382 | Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). \nNote : 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.\nSupply of pipe shall be in straight length in 6/12 M. HDPE PE-80 PN-6 | 482 | ||
| 383 | 383 | 125 mm dia | 483 | 11214 | Mtr. |
| 384 | 384 | 160 mm dia | 484 | 4385 | Mtr. |
| 385 | 385 | 200 mm dia | 485 | 6694 | Mtr. |
| 386 | 386 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | 486 | ||
| 387 | 387 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | 487 | ||
| 388 | 388 | 80 mm dia | 488 | 82 | Each |
| 389 | 389 | 100 mm dia | 489 | 32 | Each |
| 390 | 390 | 125 mm dia | 490 | 10 | Each |
| 391 | 391 | 150 mm dia | 491 | 21 | Each |
| 392 | 392 | 200 mm dia | 492 | 7 | Each |
| 393 | 393 | Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6\n | 493 | ||
| 394 | 394 | 80 mm | 494 | 82 | Each |
| 395 | 395 | 100 mm dia. | 495 | 32 | Each |
| 396 | 396 | 125 mm dia. | 496 | 10 | Each |
| 397 | 397 | 150 mm dia. | 497 | 21 | Each |
| 398 | 398 | 200 mm dia. | 498 | 7 | Each |
| 399 | 399 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. In all type of soil | 499 | ||
| 400 | 400 | For HDPE pipe line dia up to 110 mm | 500 | 102631 | Mtr. |
| 401 | 401 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | 501 | 11214 | Mtr. |
| 402 | 402 | For dia of pipe above 150 mm and up to 350 mm nominal. | 502 | 11079 | Mtr. |
| 403 | 403 | 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 for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | 503 | 814.481 | CuM |
| 404 | 404 | Providing and laying in position cement concrete 1:4:8 (1 Cement : 4 coarse sand : 8 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 for trench width more than specified, complete work as per technical specification and scope of work. | 504 | 244.344 | CuM |
| 405 | 405 | 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 for trench width more than specified, complete work as per technical specification and scope of work. | 505 | ||
| 406 | 406 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 506 | 570.137 | CuM |
| 407 | 407 | Part G :- Provision for providing Functional House Hold Tap Connections | 507 | ||
| 408 | 408 | Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; 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 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) , valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and P&F GI pipe 15 mm dia class B (ISI mark) above ground level in the premises for fixing tap ( max. length 2.0 mtr), P&F a 15 mm Bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300 to 325 gm ,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 . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm.\nFor detailed specifications of MDPE pipes please refer section "Technical Specifications" of bid document. General specifications of MDPE pipes shall be as under:\n• The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm.\n• The raw material shall be Food grade quality \nPressure rating shall be 12.5 Bar.\n• The pipes shall bear ISO marking.\n | 508 | ||
| 409 | 409 | Average length up to 05 mtr 20 mm dia MDPE pipe and 02 mtr 15 mm GI pipe class B. | 509 | 4034 | FHTC |
| 410 | 410 | Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. | 510 | 6051 | Mtr. |
| 411 | 411 | Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in; work includes visiting the village for collecting basic data consumers like i.e. Aadhar no./ration card/voter ID/BPL card/ PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator. | 511 | 4034 | FHTC |
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