Public Health And Engineering Department has published Work Of Package-Ii Of Gagreen Water Supply Project District- Jhalawar To Carry Out Retrofitting Works For Providing Fhtcs Under Jjm Including 10-Year O And M Work . Submission Date for this Tender is 20-10-2021. Pipe Laying Tenders in Jhalawar Rajasthan. Bidders can get complete Tender details and download the document.
Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
1 | 14-Oct-2021 | Corrigendum no. 1 | Technical Bid | 20-10-2021 |
Sl. No. | Item Description |
1 | EARTH WORK, ROAD CUTTING & ROAD REPAIRING |
2 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.: All kinds of soil |
3 | In all type of soil |
4 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and stacking serviceable material for measurements and disposal of unserviceable material as directed, with in a lead of 50 Mtr. including all safety provisions required .: |
5 | Ordinary rock |
6 | Dismantling of cement concrete pavement for pipe line 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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. |
7 | Dismantling of flexible pavement for pipe line line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work. |
8 | Bituminous courses |
9 | Granular courses |
10 | Removing& Re-fixing of Precast concrete interlocking blocks by manual, stacking of serviciable & non serviceable material separately. disposal of dismantled material lead up to 50 mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlockingblock and cost of required new precast concrete interlocking block against damaged, including alllead and lift as per Technical specifications.(Interlocking blockmanufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm) |
11 | 80 mm thick. |
12 | Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
13 | 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 madeas per standard trench width specified in tender document and no extra payment shall be made be made for trench width more than specified,complete work as per technical specification and scope of work. |
14 | M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size). |
15 | Repair of Bituminous Roadusing GSB 15 cm thick, WBM 15 cm thick in two layers , 20 mm thick bitumin carpet and sand seal coat Complete as per specification and scope of work. ( based on PWD BSR ) |
16 | Rising Main and Transmission Main Pipeline |
17 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater 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, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
18 | DI K-7 Pipe Line |
19 | 100mm Dia |
20 | 150mm Dia |
21 | 200mm Dia |
22 | 250mm Dia |
23 | 300mm Dia |
24 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-9 gradeS&Spipesas per IS:8329-2000 (amendeduptodate),withinternalcementmortar lining suitable for potablewater 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, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
25 | DI K-9 Pipe Line |
26 | 300mm Dia |
27 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (includingearthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
28 | 100mm Dia |
29 | 150mm Dia |
30 | 200mm Dia |
31 | 250mm Dia |
32 | 300mm Dia |
33 | Distribution Network Pipeline |
34 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI 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 byelectro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work) . Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply may be in coil or straight length in 6 M/12 M. |
35 | HDPE PE-80PN-6 |
36 | 75 mm |
37 | 90mm |
38 | 110mm |
39 | Providing, lowering, laying and jointing in trenches, standard lengths HDPEISI 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, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diameter. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M. |
40 | HDPE PE-80PN-6 |
41 | 125mm |
42 | 140mm |
43 | 160mm |
44 | 180mm |
45 | 200mm |
46 | 225mm Dia |
47 | Providing, lowering, laying in trenches, aligning, fixing in position and jointingDuctileIron(DI)ISI markedK-7gradeS&Spipesas per IS:8329-2000 (amendedup todate),withinternalcementmortar lining suitable for potablewater 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, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
48 | 100mm Dia |
49 | 150mm Dia |
50 | 200mm Dia |
51 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (includingearthwork, internal lining and outer coating). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. |
52 | 80mm Dia |
53 | 100mm Dia |
54 | 125mm Dia |
55 | 150mm Dia |
56 | 200mm Dia |
57 | Valves, fittings & Chambers |
58 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing 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/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 steelInsersion rubber of black EPDM 6mm thick . 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. |
59 | Manually Operated CI Sluice valve of Class PN-1.0 |
60 | 100mm Dia |
61 | 200mm Dia |
62 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proofKinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(ammended up to date) Body, High pressure cover , Low pressure cover, Cowl andJoint 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 & coverinside and outside fastners - CS/ Galvenised 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 amendedupto date) PN 1.6 ratings Valves including all mateial, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
63 | Class PN 1.6 |
64 | 40mm |
65 | 50mm |
66 | 80mm |
67 | 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 vulcanisedrubber 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. Suitablesupport 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. |
68 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0 |
69 | 80mm Dia |
70 | 100mm Dia |
71 | 125mm Dia |
72 | 150mm Dia |
73 | 200mm Dia |
74 | 250mm Dia |
75 | 300mm Dia |
76 | 350mm Dia |
77 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
78 | 80mm Dia |
79 | 100mm Dia |
80 | 125mm Dia |
81 | 150mm Dia |
82 | 200mm Dia |
83 | 250mm Dia |
84 | 300mm Dia |
85 | 350 mm Dia |
86 | Providing,lowering, aligning,fixingin positionin pipeline,CID/FSluicevalvesstraight and pocket less body passage of approved make of following Pressure rating & dia complete, confirfing 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/ FG200Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS, Face to face dimensions as per IS 14846/2000 (amended up to date) ,Epoxy ( 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 steelInsersion rubber of black EPDM 6mm thick . 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. |
87 | Manually Operated CI Sluice valve of Class PN-1.0: Sectional valve |
88 | 100 mm dia |
89 | 150mm Dia |
90 | 250mm Dia |
91 | 300mm Dia |
92 | AIR VALVE PILLAR - Construction ofRCC Air valve pillarincluding required earth work circular pillar of suitable size as per GAD including providing fixing of GI pipe with flang and required fitting for air valve complete as per specification and scope of work. |
93 | SCOUR VALVE CHAMBER- Construction ofRCC Scour Valve Chamber of suitable size including required earth work as per attached estimate and enclosed drawing |
94 | VALVE CHAMBER- Construction ofRCC Valve Chamberofsuitable size including required earth work as per attached estimate at Junction Points and enclosed drawing |
95 | METER CHAMBER- Construction ofRCC Meter Chamber of suitable size including required earth work as per attached estimate and enclosed drawing |
96 | SECTION VALVE CHAMBER- Construction ofRCC Section valve Chamberof suitable size including required earth work as per attached estimate and enclosed drawing |
97 | VILLAGE TRANSFER CHAMBER- Construction ofRCC Village Transfer Chamberof suitable size including required earth work as per attached estimate and enclosed drawing |
98 | Providing, lowering, laying, aligning, fixing in positionand jointing at all level/ depths DI standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet andjointingasperIS:9523-2000 or as amended up to date,suchastees,bends, tapers,caps etc. within trenchesin DI pipe line completeincluding all material,labour, taxes, testingand commissioningalong with pipe line as per technical specifications anddirection of Engineer-in-charge (excluding earth work). |
99 | A/S Tee , Bend, Reducer (All End Socketed) |
100 | Upto 300 mm Diameter |
101 | Flange Socket, Spigot, Hy. Tee. |
102 | Upto 300 mm Diameter |
103 | A/F Tee , Bend, Reducer (All End Flanged) |
104 | Upto 300 mm Diameter |
105 | Double Flange Pipe (upto 1 mtr. length) |
106 | Upto 300 mm Diameter |
107 | 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,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
108 | MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
109 | Providing & Fixing HDPE Specials for inter connection work of the proposed pipe line with existing pipe line |
110 | 75 mm dia HDPE equal "Tee" PE-100 PN6 for potable water as per IS 4984 |
111 | 90 mm dia HDPE equal "Tee" PE-100 PN6 for potable water as per IS 4984 |
112 | 110 mm dia HDPE equal "Tee" PE-100 PN6 for potable water as per IS 4984 |
113 | 125 mm dia HDPE equal "Tee" PE-100 PN6 for potable water as per IS 4984 |
114 | 140 mm dia HDPE equal "Tee" PE-100 PN6 for potable water as per IS 4984 |
115 | 160 mm dia HDPE equal "Tee" PE-100 PN6 for potable water as per IS 4984 |
116 | 180 mm dia HDPE equal "Tee" PE-100 PN6 for potable water as per IS 4984 |
117 | 200 mm dia HDPE equal "Tee" PE-100 PN6 for potable water as per IS 4984 |
118 | 75 mm dia HDPE Bend 90 degree PE-100 PN6 for potable water as per IS 4984 |
119 | 90 mm dia HDPE Bend 90 degree PE-100 PN6 for potable water as per IS 4984 |
120 | 110 mm dia HDPE Bend 90 degree PE-100 PN6 for potable water as per IS 4984 |
121 | 125 mm dia HDPE Bend 90 degree PE-100 PN6 for potable water as per IS 4984 |
122 | 140 mm dia HDPE Bend 90 degree PE-100 PN6 for potable water as per IS 4984 |
123 | 160 mm dia HDPE Bend 90 degree PE-100 PN6 for potable water as per IS 4984 |
124 | 180 mm dia HDPE Bend 90 degree PE-100 PN6 for potable water as per IS 4984 |
125 | 200 mm dia HDPE Bend 90 degree PE-100 PN6 for potable water as per IS 4984 |
126 | Work of Inter Connection in CI/DI/MS pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. |
127 | In all type of soil |
128 | 80 mm to 100 mm |
129 | 125 mm to 150 mm |
130 | 200 mm to 300 mm |
131 | 350 mm to 450 mm |
132 | Work of Inter Connection in AC/PVC/HDPE pipe line up to 1.5 mtr depth by digging out suitable size of pit at site of work including dewatering and providing adequate safety arrangement at site, cutting of existing pipeline, jointing of Tee (complete) and other specials to make inter connection repair leak proof and then refill the pit from excavated sand by ramming it at sides of pipe & upto ground level for entire job contractor will use his own T&P & labour and will arrange transportation of material required from store. |
133 | In all type of soil |
134 | 80 mm to 110 mm |
135 | 125 mm to 160 mm |
136 | 200 mm to 300 mm |
137 | 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 parametersand 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. Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
138 | 100mm Dia |
139 | 150mm Dia |
140 | 250mm Dia |
141 | Civil WorkThrust Block, Anchor Block etc. |
142 | Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level. |
143 | M15 grade Nominal Mix 1: 2: 4 (1 cement : 2 coarse sand : 4 graded stoneaggregate 20mm nominal size). |
144 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
145 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
146 | FUNCTIONAL HOUSEHOLD TAP CONNECTION |
147 | Providing Household Tap Connectionas per technical specification andapproved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 100 meter ; providing & fixing of all fitting duly approved in accordance withspecification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE80 PN 16 as per ISO 4427 / 20 mm nominaldia PPR-C (Three layered) pipePN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . The service line should be laid at least 45 cm below ground level. Note: Road cut and restoration is not part of this item and paid seperately. |
148 | For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr. |
149 | Add extra over item no 1.21 & 1.22 for providing20 mm PE80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr. |
150 | P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore. |
151 | Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be doneby using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.. |
152 | PUMP HOUSE, PUMPING MACHINARY, INSTRUMENTATION & OTHER ACCESSORIES |
153 | Civil work required for installation of 2 no. of VT/Submersible Pump sets at existing intake well at GagreenDam necessary repair to civil work after installation of Pump sets |
154 | Providing and laying in position machine batched, machine mixed and machine vibrated design mix cement concrete of specified grade for reinforced cement concrete structural elements, excluding the cost of centering, shuttering and reinforcement including curing, compaction, finishing with rendering in cement sand mortar 1 : 3 (1 cement : 3 coarse sand) and making good the joints and Admixtures in recommended proportions as per IS 9103 to accelerate, retard setting of concrete improve workability without impairing strength and durability as per direction of Engineer-in-charge. M-20 grade reinforced cement concrete. All wiork up to plinth level.Providing M-25 grade concrete instead ofM-20 grade design mix. |
155 | Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation , footings,strap beam, raft , bases of columns etc. |
156 | Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor five level. Thermo-mechanically Treated bars (Conforming of relevent IS code) |
157 | Construction 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 including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.: At WTP Head workFor Installation of 2W+2S Pumps & 2 pumps for future) New Pump House Building |
158 | AT WTP Head Work |
159 | At Karodiya IPS |
160 | Providing, installation, testing, trial run and commissioning of the following, as per specifications |
161 | Vertical turbinepump/Centrifugal Submersible with column pipes and other accessories, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge |
162 | Intake to WTP route29.61 LPS / 21 m head/11 KW (1W+1S) |
163 | Providing and fixingat site with necessary packing,Horizontal Centrifugal Split Casting pumps with 4 poleinduction motor operating at syncronised speed of speed 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions. Note: Duty condition of required pump shall also be mentioned in BoQ. |
164 | Clear Water Pump House at WTP Head Wotk |
165 | Kotri Route; Pump Replacement of existing pump route176.19 LPS / 55 m head/150 KW (1W+1S) |
166 | Parasali Route New Pump in New Pump House route51.29 LPS / 120 m head/95 KW (1W+1S) |
167 | Kotri Route New Pump in New Pump House route8.64 LPS / 80 m head/15 KW (1W+1S) |
168 | IPS Kotri |
169 | Kotri To Cluster 226, 227, 227A, 229 & 229A route14.42 LPS / 90 m head/30 KW (1W+1S) |
170 | Kotri to Cluster 216, 217, 217A, 218, 228 & Pirawa route23.46 LPS / 60 m head/30 KW (1W+1S) |
171 | Kotri To Cluster- 213, 213A,219,219A, 219B , 221, 222 & 222 A route29.19 LPS / 81 m head/45 KW (1W+1S) |
172 | Kotri To Hemra CWRroute109.12 LPS / 65 m head/110 KW (1W+1S) |
173 | IPS Hemra |
174 | IPS Hemra to Cluster- 208, 215, 207, 207A, 205 & 205Aroute21.01 LPS / 70 m head/30 KW (1W+1S) |
175 | IPS Hemra to Cluster : 209, 209 A, 210, 210A & Karodiya CWRroute48.95 LPS / 94 m head/75 KW (1W+1S) |
176 | IPS Hemra to Cluster211, 211A, 212, 212A, 214, 214A, 214B route29.67 LPS / 55 m head/30 KW (1W+1S) |
177 | IPS Parasali |
178 | IPS Parasali toCWR Gangdhar Via Dug route168.33 LPS / 98 m head/255 KW (1W+1S) |
179 | IPS Dug |
180 | IPS Dug to Cluster 116,116A, 117 & 117 A route15.75 LPS / 96 m head/30 KW (1W+1S) |
181 | IPS Dug to Cluster 118, 118A, 119 route18.87 LPS / 72 m head/30 KW (1W+1S) |
182 | IPS Gangdhar |
183 | IPS Gangdharto Cluster :113, 113A, 114, 114A, 115 route19 LPS / 88 m head/30 KW (1W+1S) |
184 | IPS Gangdharto Cluster:108, 111, 111A, 109, 109A, 110, 110A, 112 & 112A route27.38 LPS / 100 m head/45 KW (1W+1S) |
185 | Gangdhar IPS to Cluster: 101, 102, 102A, 105, 105A, 106, 106A, 107& Kolvi CWR route50.6 LPS / 98 m head/77 KW (1W+1S) |
186 | Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 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 onC.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as perspecification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD. |
187 | IPS Karodiya |
188 | KarodiyaTo Cluster 206, 206A & 206B : New Pumps route14.37 LPS / 36 m head/11 KW (1W+1S) |
189 | KarodiyaTo Cluster 201, 202 & 202 A : New Pumps route10.53 LPS / 52 m head/11 KW (1W+1S) |
190 | KarodiyaTo Cluster 203, 203A & 204: New Pumps route13.02 LPS / 55 m head/15 KW (1W+1S) |
191 | IPS Parasali |
192 | IPS Parasali to Cluster : 120, 121 & 121A route6.58 LPS / 116 m head/15 KW (1W+1S) |
193 | IPS Gangdhar |
194 | IPS Gangdhar to Cluster- 103, 103A, 104 & 104A route11.33 LPS / 71 m head/18.5 KW (1W+1S) |
195 | SITC STAR DELTA Starter type LT Panel of followingrating:all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. and 100A/ 125A ,TPN, Aluminum Bus Bar with Colour coated heat shrinkage sleeves complete as per Technical Specifications and as per direction of Engineer-In-Charge. |
196 | STAR DELTA STARTER 11 KW (15 HP) for 2 motors- (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 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) |
197 | STAR DELTA STARTER15.0 KW (20.0 HP) :For 2 motors (1 W+ 1S) I/C- MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (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. 100/5A 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-MCCB 63A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (12-18A )(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) |
198 | STAR DELTA STARTER 18.5 KW (25.0 HP)- :For 2 motors (1 W+ 1S) I/C- MCCB 125A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (1),Spreaders (2),Extended Rotary Handle (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. 125/5A 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-MCCB 100A TPN 25 KA With T/M Based Over Current & Short Circuit Protection (2), Power Cont 32A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (16-24A )(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 10 Kvar (2), S/D Timer(2) |
199 | Providing, installation, testing, trial run and commissioning of the following, as per the specifications |
200 | Providing, installation, testing and commissioning of soft starters, for each pump-set, complete in all respect as per the scope of work & specifications. |
201 | 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 . |
202 | Providing, installation, testing and commissioning of capacitor control panels, housing power factor control system panel/capacitors (APFC Panel),other accessariesincluding all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications. |
203 | 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 leve lwith 20mm 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 |
204 | For LT Panet & motors |
205 | P&F of Heavy duty capacitor start 900/1400 RPM single phase ISI marked Exhaust fan,IS:2312 marked in existing opening including making connections testing etc. as required : 450mm Sweep/ 900 RPM |
206 | 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 30cmx75cmsize 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 |
207 | 6 Sqmm -4 Core |
208 | 10 Sqmm -4 Core |
209 | 16 Sqmm -4 Core |
210 | 25Sqmm -3.5 Core |
211 | 35 Sqmm -3.5 Core |
212 | 95 Sqmm-3.5 Core |
213 | 120 Sqmm -3.5 Core |
214 | 185 Sqmm -3.5 Core |
215 | Supply & makingone end termination with heavy duty Double compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size. |
216 | 2 x 25.0 sq.mm |
217 | 4 x 6.0 sq.mm |
218 | 4 x 10.0 sq.mm |
219 | 4 x 16.0 sq.mm |
220 | 3.5 x 25.0 sq.mm |
221 | 3.5 x 35.0 sq.mm |
222 | 3.5x95.0 Sqmm |
223 | 3.5 x 120.0 sq.mm |
224 | 3.5 x 185.0 sq.mm |
225 | 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. (Hot Dipped Galvanized) |
226 | 150mm x 50mm x 1.6mm |
227 | 300mm x 50mm x 1.6mm |
228 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required. |
229 | 10 SWG Copperv Wire |
230 | 25mm x 5mm copper strip |
231 | P/ F IP-65/ IP-66 protected street light luminaries on existing bracket. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen output of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance : 60 Watt |
232 | Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges,including cost of labour and material, specials (Tee, bend etc.), field joints,satisfactory hydraulic testing, disinfection, commissioning etc. completeas per technical specifications anddirection of Engineer-in-charge; (Including earthwork, internal lining and outer coating). .-5mm thk |
233 | 80mm dia-5mm thk |
234 | 100mm dia-5mm thk |
235 | 125 mm dia-5mm thk |
236 | 150 mm dia-5mm thk |
237 | 200 mm dia-5mm thk |
238 | 300mm Dia-6mm tHk |
239 | 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 vulcanisedrubber 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. Suitablesupport 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. |
240 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 |
241 | 80mm Dia |
242 | 100mm dia |
243 | 150mm dia |
244 | 200 mm dia" |
245 | 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 vulcanisedrubber 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. Suitablesupport 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. |
246 | Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.0 |
247 | 300 mm Dia |
248 | 200mm Dia |
249 | 100mm dia |
250 | 125 mm dia |
251 | Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and direction of Engineer In-Charge. |
252 | 80mm Dia |
253 | 100mm dia |
254 | 125mm dia |
255 | 150mm dia |
256 | 200 mm dia" |
257 | 250 mm dia" |
258 | 300 mm dia" |
259 | Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amendedup to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095Drilled 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 both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings-bronze/ PTET or Teflon with EPDM/NBR "O" ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitablesupport 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. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
260 | 80 mm dia-Class PN 1.6, Motorised Operated" |
261 | 100 mm dia-Class PN 1.6, Motorised Operated" |
262 | 150mm dia-Class PN 1.6, Motorised Operated" |
263 | 200 mm dia-Class PN 1.6, Motorised Operated" |
264 | Providing, lowering, aligning, fixing in position in pipe line, DIdouble 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,SpringSS 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 .Suitablesupport structure as per directions of EICincluding jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. |
265 | Class PN 1.6 |
266 | 80mm Dia |
267 | 100mm dia |
268 | 150mm dia |
269 | 200 mm dia" |
270 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications:Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBRDrilled 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 & coverinside and outside Fasteners - CS/ Galvanised steel ,Outlet of big orifice will have a screen to prevent Tamper of float, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512.), Valve including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge. Note: Rates are exclusive of connecting tee, pipe piece and earth work. |
271 | Class PN 1.6 |
272 | 100mm dia |
273 | Providing, installation, testing and commissioning of glycerin filled Pressure gauge of following ranges with isolation valve and tap off pipe complete in all respect as per technical specification and as per direction of Engineer.: All Range |
274 | Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer |
275 | 2 MT Capacity, Span-9M Lift 6 M at WTP & Karodiya Pump House |
276 | 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 parametersand 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. Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
277 | EFM 80 mm |
278 | EFM100 mm |
279 | EFM 150 mm |
280 | EFM 200 mm |
281 | 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,fixinginpositionatalllevel/ depths in trenches complete includingall taxes, material,labour, inside lining, outside coating, testingandcommissioning alongwithpipelineaspertechnicalspecifications anddirection of Engineer-in-charge. |
282 | MS pipespecialsupto600mmdia (withminimum5mmthickness sheet) |
283 | METER CHAMBER- Construction ofRCC Meter Chamber of suitable size including required earth work as per attached estimate and enclosed drawing |
284 | WATER TREATMENT PLANT |
285 | Design, construction, execution, testing, commissioning & trial run of 4.5 MLD ( input capacity with maximum 3% losses) in 22 Hrs .Treatment Plant including all relevant civil, electrical and mechanical works, Stores, office along with ancillary civil works as per specifications and control system. |
286 | CLEAR WATER RESERVOIRS |
287 | Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity as per the Scope of work and Technical specification, consisting of the following main activities: - |
288 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase. c) CWR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall of CWR. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill. d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall. e) Successful hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the roof Slab. g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure. |
289 | h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type). i) Providing and fixing MS ladder from ground to top slab. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide. k) Providing and fixing of 150mm wide water bar for the construction joints in the container. l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipes of the reservoir. m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
290 | Rates for RCC Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4 |
291 | At IPS Dug- 200 KL capacity |
292 | At IPS Karodiya- 300 KL capacity |
293 | Providing and fixing double flanged ISI marked DI classK- 9 pipes as per IS:8329-2000 (amended upto date), as cortical pipes for RCC reservoirs including specials required such as duckfoot bend, bend tee Etc. Providing clamps at every 3 MTR, jointing metrials such as nuts, bolt,rubber packing, hydraulic testing etc. Complete in all respect upto and form valve chamber as per direction of EIC, technical specification and scope of work. |
294 | 100 mm |
295 | 200 mm |
296 | 250 mm dia" |
297 | 300 mm |
298 | 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 vulcanisedrubber 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. Suitablesupport 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. |
299 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0 |
300 | 100 mm |
301 | 200 mm |
302 | 250 mm |
303 | 300 mm |
304 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
305 | 100 mm |
306 | 200 mm |
307 | 250 mm |
308 | 300 mm |
309 | OVER HEAD SERVICE RESERVOIRS |
310 | Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: - |
311 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall. e) Successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. |
312 | j) Providing and fixing water level indicator (float type). k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
313 | SBC 10 T/ Sqm, SEISMIC Zone-II & Staging 15 M |
314 | 50 KL Capacity |
315 | 75 KL capacity |
316 | Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: - |
317 | a) Topographic survey, preparation of site contour plan, conducting SBC testand its approval from departmentbefore construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc. c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR.The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall. e)Conducting successfully hydro test and water tightness test as per I.S. code. f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome. g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.. h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab. j) Providing and fixing water level indicator (float type). |
318 | k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres. l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide. m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall). n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground. o) Lighting arrestor consisting of providing and fixing of 2 Nos.of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm. p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir. q) 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. r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately. |
319 | SBC 10 T/ Sqm, SEISMIC Zone-II & Staging 18 M |
320 | 100 KL Capacity |
321 | 150 KL Capacity |
322 | SBC 10 T/ Sqm, SEISMIC Zone-II & Staging 20 M |
323 | 100 KL Capacity |
324 | 150 KL Capacity |
325 | 200 KL Capacity |
326 | SBC 10 T/ Sqm, SEISMIC Zone-II & Staging 22 M |
327 | 150 KL Capacity |
328 | Providing and fixing double flanged ISI marked DI classK- 9 pipes as per IS:8329-2000 (amended upto date), as cortical pipes for RCC reservoirs including specials required such as duckfoot bend, bend tee Etc. Providing clamps at every 3 MTR, jointing metrials such as nuts, bolt,rubber packing, hydraulic testing etc. Complete in all respect upto and form valve chamber as per direction of EIC, technical specification and scope of work. |
329 | 100 mm |
330 | 150 mm |
331 | 200 mm |
332 | 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 vulcanisedrubber 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. Suitablesupport 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. |
333 | Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 |
334 | 100 mm |
335 | 150 mm |
336 | 200 mm |
337 | Providing, lowering, laying, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specificationscompleteofthefollowingsizesincludingall jointing material,costofalllabour,testingandcommissioning Technical Specifications and as per direction of Engineer. Class PN 1.0 |
338 | 100 mm |
339 | 150 mm |
340 | 200 mm |
341 | Providing and fixing of flanged/ plain ended MS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth 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.MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet |
342 | 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 parametersand 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. Note: Rates are exclusive of tail piece / dismantling joints and earth work. |
343 | 100mm Dia |
344 | 150mm Dia |
345 | 200mm Dia |
346 | FLOW METER HUT Construction ofRoom for Flow Meter ( 2.5x2.5x3.0 m), work including require earth work,PCC 1:4:8 in foundation and under floor, stone masonary in 1:6 cement sand mortar for foundation up to plinth level ( 0.3 Mtr. above from AverageGL), 23 cm th. Brick masonary for super structure in 1:6 cement sand mortar RCC roof of 125 mm th. in M-25 grade cement concrete, CC flooring, MS sheet door, sanctional window shuter, wire gauge for window, 20 mm thick cement plaster out side and in side, water proofing cement paint andsynthetic enamel painton door and window complete as per specification, scope of work and general arrangment Drawing. ( Item Based on PWD BSR Bundi - Building 2019) |
347 | VALVE CHAMBER- Construction ofRCC Valve Chambersuitable size including required earth work as per scope/ specification & drawing |
348 | ANCILLARY CIVIL WORK |
349 | To Plan, Design, Construct and finish the following as per specifications as per detail given in Annexures. |
350 | Residential Building J-2 type qtr full set at Karodiya |
351 | Store Building 6x10 mtratKarodiya as per tender drawing |
352 | Campus development at Karodiya head works including general grading of the campus,Horticulture water supply, sanitation arrangement etc. |
353 | Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below: 1. Depth of foundation- 900 mm. 2. PCC in M-10, width -900 mm and thickness 100 mm, 3. Stone masonary in CM: 1:6 section of foundation above PCC,600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 W-230 mm, height- 1650 mm. 5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6. 6. Expansion joint shall be on every 30 mtr. 7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided. 8. Pillar for main gate 350x350 mm in size is part of boundary wall. 9. Cement paint of approved colour in 3 coat shall be done. |
354 | Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamel paints. |
355 | Construction of RCC (M-30) approach road at IPS head works and ESR Site |
356 | Provision for MegaHighwayCrossing by trenchless technology including charges to be deposited to concern authorities |
357 | Provision for river Crossing through river Bed |
358 | Provision for Nallah Crossing through bed by pipe encasing |
359 | POWER SYSTEM |
360 | Supply, Installation, Testing and commissioning of copper wound ISI marked Transformer11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silicagel breather, radiator, fins,HT<cableendboxesorBusDuctflange, Lifting lugs, Bi-directional Plain/ Flanged Rollers,Earthing terminal,Air relaese plug.Off load tap changer (+5% to -10% in steps of 2.5%), winding / Top oil temperature rise of 45°C/40°C, ISImarked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc having max. total losses as per energy efficiency level- at basic Insulation level conforming toIS2026 (Part-Ito Part - II), latest ammended and IS 1180 Part-I : 2014 BEE starlevel -Iaspe rGovt.of India, Ministryof power notificationDated16th (Item No 66.10.2 of RUIDP BSR) |
361 | At Parasali ~500 KVA (Replacement of existing 400 KVA transformer) |
362 | At WTP Head Work ~315 KVA (At WTP & HemraSS) |
363 | Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 11 KV Bus Coupler VCB panel upto 630 A equipped with following switchgears and accessories designed & tested as per latest standard i.e. IEC 62271-200, suitable for STC 25KA/3 and Internal Arc test A-FLR for for full short circuit current for 1 sec. duration. Make of HT Panel, Vaccum Intrrupter and VCB should be of same Make (Item 66.12.1 of Ruidp BSR) |
364 | Supply, Installation, testing and commissioning of 11 KV Double Pole structure With Air Break SWITCH having following specifications (Item 66.3 of RUIDP BSR) |
365 | (a) DP : Double pole structure made of two nos. 9 meter long PCC poles (400 Kg) & 7 nos. MS Channel each of size100mmx50mmx2500mm complete with earthing of the structure as per REC standards in all respect with nuts, springs washers, clamps as required. |
366 | (b) GO:Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3 phase, central post rotating doublebreak isolator complete with MS hardware , copper moving & fixedcontact ,assemblyof9Nospininsulator,GIpipeofsuitablelengthfor operation |
367 | (c) DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators |
368 | (d) LA:3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv oh linewith rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required. |
369 | (e) JUMPERS: 3 no 11kv acsr conductors mounted on pin type insularors as required. |
370 | GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’ |
371 | Supply, installation, testing & commissioning of 36 KV outdoor type Vacuum Circuit Breaker having rated current 1250 A, fault level – 25 KA (rms) conforming to M-2 class and IS-13118/IS-3427/IS-10118 PartIII/ IS-2165-1977 & IS-3716-1976 with principal parameters of Circuit Breaker (Item 66.8 of RUIDP BSR) |
372 | 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 makein 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 testing etc. as required of size. (Item 51.1.13.4) |
373 | 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 30cmx75cmsize 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 |
374 | 120Sqmm -3.5 Core |
375 | 95Sqmm -3.5 Core |
376 | 150Sqmm -3.5 Core |
377 | 185 Sqmm -3.5 Core |
378 | Supply & makingone end termination with heavy duty Double compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size. |
379 | 3.5 x 95.0 sq.mm |
380 | 3.5 x 120.0 sq.mm |
381 | 3.5 x 150.0 sq.mm |
382 | 3.5 x 185.0 sq.mm |
383 | 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 groundlevel with20mmdia.G.I."B"class watering Pipe includingall 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 (Item No 54.3) |
384 | S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required: 25mm x 5mm copper strip (Item 54.4) |
385 | Supply, Installation, testing & commissioning of 36 KV Potential Transformer of ratio 33000/110V, Burden-30VA with Accuracy class- 0.5 conforming to IS-3156 excluding civil works complete with following parameters (Item 66.6) |
386 | Supply, Installation, testing & commissioning of 36 KV current Transformer ofratio 240-120-60/5A-5A-5A, Burden-60VA,classof Accuracy-5P for relaying &0.5 S for metering and shall be conforming to IS-2705 excluding civil works complete(Item 66.7) |
387 | PLC-SCADA |
388 | SITC ofUltrasonic Level Transmitter suitable for measuring water levelin reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, accuracy +/_ 0.2 %,as per detailed Technical specification, scope of work and direction of Engineer in charge. |
389 | Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum |
390 | Design, manufacture, supply, installation, testing and ommissioning of indoor type PLC panel of size approx. 1100mmX700mmX2100mm(LBH),fabricatedoutof min. 2 mm thick CRCA sheet complete with latest configuration PC, necessary programming for SCADA software and comprising of all accessories not limited to thefollowing:DI –92 num, DO – 92 num AI –16 num AO – 8 num, MCB 10A DP – 1 num MCB4ADP – 2 num MCBSP2A – 8 num MCB 1A DP – 15 num, 24 VDC Power Supply 10A – 1 num Push Buttons – 30 num, Selector Switch - 15 num Control Relays – 200 num, Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with Electronic Hooter – 1 num ControlTransformer – 1 num Emergency PB – 1 num Panel Cooling Fan – 1 num, Panel Light with Door Switch – 1 num Control Indication Lamp – 30 num Wiring + TB etc – 1 lot, Hardware –1lot lot |
391 | Programming and Troubleshooting software for RTU |
392 | Quad-band GSM/GPRS modem with Ethernet bridge/ router/ serial server (RS232/485)interface |
393 | Panel Enclosure for RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem, UPS andhaving IP-42 Protection. Panels shall be self-fabricate typeonly |
394 | Supply Installation Testing & commissioning of Local Push button Stations |
395 | Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated 2 Pair 1.5 sqmm suitably laid up together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Triad armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009 |
396 | Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering |
397 | 3C x 2.5 sq.mm |
398 | 14 C x 2.5 sq.mm |
399 | Supply & makingone end termination with heavy duty single compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size. |
400 | 3C x 2.5 sq.mm |
401 | 14 C x 2.5 sq.mm |
402 | 5C x 2.5 sq.mm |
403 | 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 |
404 | 150mm x 50mm x 1.6mm |
405 | Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip |
406 | 10 SWG G.I. Wire |
407 | RTU complete with DI, DO, AI and modbus communication ports and power supply (24 V, DC) |
408 | AT ESR - RTUA |
409 | ? AT PH - RTUA |
410 | ? AT VTC - RTUB |
411 | Battery For Solar Panel |
412 | Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd batterybank: 2 kva |
413 | Supply, installation, testing and commissioning ofMNRE approved off GridSolar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designto withstand wind velocity up to 150km/hr. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structureandsuitable provision shall be included in tender document. |
414 | For VTC(26*0.32KW=8.32 KW) |
415 | For ESR (38*1KW=38KW) |
416 | Supply, installation, testing and commissioning ofMNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation ofPV module on MS frame as per approved design and drawings. Mountingstructure shall be suitably designedto withstand wind velocity up to 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of >98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5 years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as perdetailedtechnical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. andsuitable provision shall be included in tender document. |
417 | For Karodiy headworks |
418 | O&M Works |
419 | O&M Cost for 10 Years 6% of total cost except Internal distribution network and FHTC |
420 | For the 1st Year of O&M after DLP |
421 | For the 2nd Year of O&M after DLP |
422 | For the 3rd Year of O&M after DLP |
423 | For the 4th Year of O&M after DLP |
424 | For the 5th Year of O&M after DLP |
425 | For the 6th Year of O&M after DLP |
426 | For the 7th Year of O&M after DLP |
427 | For the 8th Year of O&M after DLP |
428 | For the 9th Year of O&M after DLP |
429 | For the 10th Year of O&M after DLP |
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