Public Health Engineering Department-PHED has published Work Of Augmentation/Conversion Of Various Rural Water Supply Scheme To Provide Fhtcs Including One Year Defect Liability Period Of Various Svs And Mvs Under Jjm In The Jurisdiction Of Phed Division Kuchaman , Nagaur . As Per Td .. Submission Date for this Tender is 11-06-2021. Water Supply Project Tenders in Kuchaman Rajasthan. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 29-May-2021 | Addendum-1 in NIT No.04/2021-22 of ACE PHED Region Ajmer | Technical Bid | 11-06-2021 |
| Name of Work: Work of Augmentation/Conversion of various RWSS to provide FHTCs including one year Defect Liability period of various SVS under JJM in the jurisdiction of PHED Division Kuchaman, Nagaur. | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | PART -A (PIPE LINE DISTRIBUTION SYSTEM ) | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | 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. | BI01010001010000000000000515BI0100001125 | ||
| 3 | 1.02 | HDPE PE-80 PN-6 | BI01010001010000000000000515BI0100001126 | ||
| 4 | 1.03 | 75 mm dia | BI01010001010000000000000515BI0100001127 | 72909 | RMT |
| 5 | 1.04 | 90 mm dia | BI01010001010000000000000515BI0100001128 | 86829 | RMT |
| 6 | 1.05 | 110 mm dia | BI01010001010000000000000515BI0100001129 | 3996 | RMT |
| 7 | 1.06 | 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. | BI01010001010000000000000515BI0100001130 | ||
| 8 | 1.07 | HDPE PE-80 PN-6 | BI01010001010000000000000515BI0100001131 | ||
| 9 | 1.08 | 125 mm dia | BI01010001010000000000000515BI0100001132 | 1085 | RMT |
| 10 | 1.09 | 160 mm dia | BI01010001010000000000000515BI0100001134 | 3723 | RMT |
| 11 | 1.1 | 200 mm dia | BI01010001010000000000000515BI0100001135 | 801 | RMT |
| 12 | 1.11 | 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. | BI01010001010000000000000515BI0100001137 | ||
| 13 | 1.12 | In all type of soil | BI01010001010000000000000515BI0100001138 | ||
| 14 | 1.13 | For HDPE pipe line dia up to 110 mm | BI01010001010000000000000515BI0100001139 | 146553 | RMT |
| 15 | 1.14 | For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm. | BI01010001010000000000000515BI0100001140 | 647 | RMT |
| 16 | 1.15 | For dia of pipe above 150 mm and up to 350 mm nominal. | BI01010001010000000000000515BI0100001141 | 3260 | RMT |
| 17 | 1.16 | Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for each layer of 100 mm thick road cut i.e. 20% for 200 mm thick and so on. | BI01010001010000000000000515BI0100001142 | ||
| 18 | 1.17 | Up tp 110 mm | BI01010001010000000000000515BI0100001143 | 17181 | RMT |
| 19 | 1.18 | Above 110mm to 140mm | BI01010001010000000000000515BI0100001144 | 438 | RMT |
| 20 | 1.19 | Above 150mm to 350 mm | BI01010001010000000000000515BI0100001145 | 1264 | RMT |
| 21 | 1.2 | 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. | BI01010001010000000000000515BI0100001146 | 1729.13 | Cum |
| 22 | 1.21 | 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. | BI01010001010000000000000515BI0100001147 | ||
| 23 | 1.22 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | BI01010001010000000000000515BI0100001148 | 1729.13 | Cum |
| 24 | 1.23 | 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. | BI01010001010000000000000515BI0100001149 | ||
| 25 | 1.24 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 | BI01010001010000000000000515BI0100001150 | ||
| 26 | 1.25 | 80 mm dia | BI01010001010000000000000515BI0100001151 | 61 | Each |
| 27 | 1.26 | 100 mm dia | BI01010001010000000000000515BI0100001152 | 36 | Each |
| 28 | 1.27 | 125 mm dia | BI01010001010000000000000515BI0100001153 | 9 | Each |
| 29 | 1.28 | 150 mm dia | BI01010001010000000000000515BI0100001154 | 13 | Each |
| 30 | 1.29 | 200 mm dia | BI01010001010000000000000515BI0100001155 | 2 | Each |
| 31 | 1.3 | 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 | BI01010001010000000000000515BI0100001156 | ||
| 32 | 1.31 | 80 mm dia | BI01010001010000000000000515BI0100001157 | 122 | Each |
| 33 | 1.32 | 100 mm dia. | BI01010001010000000000000515BI0100001158 | 72 | Each |
| 34 | 1.33 | 125 mm dia. | BI01010001010000000000000515BI0100001159 | 18 | Each |
| 35 | 1.34 | 150 mm dia. | BI01010001010000000000000515BI0100001160 | 26 | Each |
| 36 | 1.35 | 200 mm dia | BI01010001010000000000000515BI0100001161 | 4 | Each |
| 37 | 1.36 | Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. \nNote : E/w to be measured and paid separately. | BI01010001010000000000000515BI0100001162 | ||
| 38 | 1.37 | Plain ended CI specials including tail piece, spigot end and socket end. | BI01010001010000000000000515BI0100001163 | ||
| 39 | 1.38 | Up to 300 mm dia | BI01010001010000000000000515BI0100001164 | 8811 | Kg. |
| 40 | 1.39 | Constructing masonry Chamber 120x120x100 cm, inside with 75 class designation brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm. top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement :2 coarse sand : 4graded stone aggregate 20 mm nominal size) necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : | BI01010001010000000000000515BI0100001165 | ||
| 41 | 1.4 | With F.P.S. bricks | BI01010001010000000000000515BI0100001166 | 121 | Each |
| 42 | 1.41 | 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. | BI01010001010000000000000515BI0100001167 | ||
| 43 | 1.42 | EFM 150 mm | BI01010001010000000000000515BI0100001168 | 9 | Each |
| 44 | 2 | PART -B (FHTCs) | BI01010001010000000000000515BI0100001191 | ||
| 45 | 2.01 | 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 GI 15 mm class B (ISI mark) above ground level ( max. length 3.0 mtr), P&F a Bib Cock (IS : 8931 Mark), Superior quality Brass 400 gm,15 mm nominal bore 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 | BI01010001010000000000000515BI0100001192 | ||
| 46 | 2.03 | Average length up to 05 mtr 20 mm dia MDPE pipe/ 15 mm GI class B pipe | BI01010001010000000000000515BI0100001193 | 3711 | Each |
| 47 | 2.04 | Extra length of 20 mm MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. | BI01010001010000000000000515BI0100001194 | 48085 | Mtr. |
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