Construction Of All Civil And E And M Works Under Kandari Gov Pumping Water Supply Scheme Of Block Naugaon District Uttarkashi Construction Of All Civil And E And M Works Under Kandari Gov Pumping Water Supply Scheme Of Block Naugaon District Uttarkashi
Tender Value
22.84 Crore
Estimated cost
Bid Submission
28 Feb 2022
0 days left
EMD
42 Lakhs
Bank guarantee accepted
Document Fee
17700
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
naugaon → Uttarakhand
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Construction Of All Civil And E And M Works Under Kandari Gov Pumping Water Supply Scheme Of Block Naugaon District Uttarkashi Construction Of All Civil And E And M Works Under Kandari Gov Pumping Water Supply Scheme Of Block Naugaon District Uttarkashi
Corrigendum
| Sr No | Corrigendum Date | Corrigendum | Type | New Submission Date |
|---|---|---|---|---|
| 1 | 11-Jan-2022 | Regarding Bid Document | Other | 27-Jan-2022 |
| 2 | 25-Jan-2022 | Regarding Date of Extension | Date | 03-Feb-2022 |
| 3 | 29-Jan-2022 | Regarding Date Extension Corrigendum | Date | 16-Feb-2022 |
| 4 | 02-Feb-2022 | Corrigendum in BOQ regarding estimated rate of Items | Other | 16-Feb-2022 |
| 5 | 02-Feb-2022 | Corrigendum regarding Sec III Sec VI and Sec VII of Tender Document | Technical Bid | 16-Feb-2022 |
| 6 | 03-Feb-2022 | Regarding Date Corrigendum | Other | 16-Feb-2022 |
| 7 | 15-Feb-2022 | Date Extension of Kandari GOV pumping water supply scheme | Date | 23-Feb-2022 |
| 8 | 16-Feb-2022 | Corrigendum in Section III and Section VIII of Technical Bids | Technical Bid | 23-Feb-2022 |
| 9 | 23-Feb-2022 | Corrigendum regarding Date Extension | Date | 28-Feb-2022 |
BOQ
| Sl. No. | Item Description |
| 1 | Civil Work:Supply of all materials, labour, equipments, tools and plants required for open excavation, design and construction of circular RCC dry intake well cum pump house of 6.0 m internal diameter, 15.0 m (including 4.0 m height of pump house) depth and construction of pump house in brick work / RCC over the well of apputg rtenants works with approach bridge. The Intake well cum pump house should be structurally designed by the subject specialists to with stand the seismic effects, Wind and water current forces in Yamnua rivercomplying all the principal details given below. The intake well must be capabl hne of giving minimum 0.75 MLD discharge. It is the responsbilty of contractor to select the suitable site for intake well which is capable of producing the 1.10 MLD discharge in 16 hour per day. Also the intake shall be stand on hard strata in firm ground. Also scouring depthshall have to consider during construction. The 20 mm GI Pipe railling in three rows shall be supported on ISA (40x40x5 ) Angle Iron posts. |
| 2 | Raft top of the well shall be up to 4.5 m higher than HFL and bottom of well shall be 1.00 m from max. scour depth of the lowest water level of the Song riveras per the decision of Engineer-in-Charge and designer’s suggestions. |
| 3 | A collecting chamber of appropriate size attached structurally with the main Intake Well and having the same depth with the feeding channel / pipe to carry the raw water from river to collecting chamber. |
| 4 | The Intake well shall have a 60 cm wide RCC or MS circular stair case with suitable landing and 1.00 m high GI pipe 20 mm railing in 3 rows supported on ISA 40x40x5 angle iron posts. The stair case should be started from deck slab to the lowest foundation beam of the Intake well. |
| 5 | Construction of various RCC foundations for installing pumpingplants with motors, arrangement of fixing of various valves etc complete. |
| 6 | Intake well deck floor slab bottom shall be1.00 m above HFL and steinning wall height shall not be less than 9.5 m high above raft. The slab shall have suitable opening for the inside circular stair case and opening have suitable 1.00 meter high railing of GI pipe 20 mm Ø in 3 rows supported on MS angle iron posts of ISA 40x40x5 for prevention of falling of men and material in the well. |
| 7 | 1.20 m wide RCC circular balcony around outside the well and 2.00 m wide RCC approach pathnot less than 1.00 mhigh on HFL and having GI pipe 20 mm railing 3 rows supported on MS angle iron post ISA 40x40x5 grouted inRCC deck slab. |
| 8 | The ceiling of roof slab of Intake well pump house shallnot be less than 4.0 m above deck slab and projecting 1.00 Meter outside the pump house wall providing roof over the balcony. The roof slab shall be sloping and should have good architectural look as per satisfaction of engineer in charge. Pump house shall be provided with the following doors and windows:- (a) Entrance 1 No door of size 1.5 m x 2.1 m, (b) 3 Nos windows of size 0.9 m x 1.2 m. The door and windows shall be heavy size “Z” section and windows having outside MS grill of MS squre bar of 10 mm x 10 mm size and opening shall not be more than 10 cm x 10 cm and mosquito proof net and fitting welded on door and windows to the satisfaction of Engineer in charge of work. |
| 9 | The structural design of the Intake well shall have a suitable 2.00 m wide and 12 m long span RCC bridge with approach road. Span of the bridge and lenght of approach road may vary as per site requirements for making approach to the Intake well cum pump house including iron gate on entrance. |
| 10 | All the expose masonry works shall either be of well plastered or of raised pointing or of ornamental plastering as per direction of Engineer in charge of work. |
| 11 | Pump house and Intake well shall be painted with two coats of approved quality and shade of apex or equivalent quality exterior paint over one coat of suitableprimer and railing/ MS posts shall also be painted with approved quality and shade of two coats of anti corrosive enamel paint over one coat of approved quality primer. |
| 12 | All necessary arrangements for dewatering during construction, diversion of river and necessary safe guards against flood shall be done by the contractor at his own cost and risk and no extra payment shall be made for these appurtenant works. |
| 13 | The detailed structural design of the Intake well cum pump house showing all the details shall be supplied in 3 copies by the contractor within 21 days of acceptance of tender. The contractor shall be bounded to supply any other information asked for in respect of the above, failing which his tender will be liable to be rejected and earnest security deposit shall be forfeited. The contractor shall also give reference of all the relevant IS/BS codes, which ever and where ever applicable in the design and also other clarifications as and when asked for. |
| 14 | Variation in rates of item no. 1 (1.01 to 1.13) above for variation in depth of RCC Intake well. |
| 15 | Increase in rates for each 0.50 m increase in depth (upto a total of 1.50 m) |
| 16 | Decrease in rates for each 0.50 m decrease in depth of well (upto 1.50 m). |
| 17 | Increase in rates for each 0.5 m increase in internal diameter intake well. |
| 18 | Decrease in rates for each 0.5 m decrease in internal diameter intake well. |
| 19 | Increase in rates for each 1.0 m increase of RCC approach bridge length. |
| 20 | Decrease in rates for each 1.0 m decrease of RCC approach bridge length. |
| 21 | Design and Supply of all materials, labour T & P etc. and equipments to construct 1.00 MLD capacity (for 16 hours operation per day) Rapid Sand Gavity filteration plant consisting of all required arrangement viz inlet chamber, clarifloculator,settling tank, filteration unit of 1.00 MLD each of specified gravel bed media with wash water trough, wash water storage back wash arrangement and scour & under drainage system and chemical solution tank & appropriates valves etc all complete,all the units of WTP Shall be connected minimum 1.0 mt. wide R.C.C. approch path with railing on both sides considering local safety features including cartage of all materials, labour, T & p etc. as per CPHEEO guidelines required for proper completion of work.all |
| 22 | Civil Works -Excavation of earth for pipeline trenches of Raw, Clear water rising main, Feeder Main and Distribution System in following strata requiring the use of specials, T&P such as pick axes, sabbals crow bars etc with a lift upto 1.5 m and lead upto 30 m. including refilling, watering, ramming of excavated earth into the trenches and removal & disposal of surplus earth upto a distance of 60 m. from the trenches including supply of all materials, labour, T & P etc. all complete. |
| 23 | Soil mixed with boulder and bajri |
| 24 | Medium rock |
| 25 | Confirmatory Survey and economic design of rising main including supplying, cartage, laying, jointing, fixing & welding of following API pipe (X-56 grade), duly painted out side with anticorrosivepaint from factory and in case of damege of this painted layer it shall be done at site before laying without any extra costand other appurtenent works such as fixing of wheel valve, sluice valve, reflux valve at suitable points including making scouring arrangment at suitable location by fixing tee and gate valve, making of by pass arrangments at sump cum CWR & TOP CWR etc. complete and also testing and commissioning of laid pipe line including supply of all materials, labour, T&P etc. complete. |
| 26 | 150 mm dia and 3.2 mm thick |
| 27 | 150 mm dia and 5.6 mm thick |
| 28 | 125 mm dia and 5.6 mm thick |
| 29 | 100 mm dia and 7.9 mm thick |
| 30 | 100 mm dia and 5.6 mm thick |
| 31 | 100 mm dia and 2.8 mm thick |
| 32 | Supply & fixing of following sizes of valves including carting the same up to side of work and fixing the same in water supply lines including cost of valves, specials, labour and T&P complete in all respect(P.N.1.6) |
| 33 | 150 mm dia |
| 34 | 125 mm dia |
| 35 | 80 mm dia |
| 36 | 65 mm dia |
| 37 | Supplying, Carting, fixing of following size ofHigh Head Cast Steel ASA 600 class Refluxvalve of rising main as perClass -300 at suitable points including supply of all materials, labour and T&P etc. complete. |
| 38 | 150mm dia |
| 39 | 125 mm dia |
| 40 | 100 mm dia |
| 41 | 80 mm dia |
| 42 | Supplying, Carting, fixing of following size ofHigh Head Cast Steel ASA 600 class Scour/sluice valve of rising main as per Class 600 at suitable points including supply of all materials, labour and T&P etc. complete. |
| 43 | 150mm dia |
| 44 | 125 mm dia |
| 45 | 100 mm dia |
| 46 | 80 mm dia |
| 47 | Supplying, Carting, fixing of following size ofHigh Head Cast IronScour/sluice valve (P-N-1.6) of rising main as per IS 778/2000 at suitable points including supply of all materials, labour and T&P etc. complete. |
| 48 | 150mm dia |
| 49 | 125 mm dia |
| 50 | 100 mm dia |
| 51 | 80 mm dia |
| 52 | Supplying, Carting, fixing of following size ofHigh Head Cast Steel ASA 600 class Airvalve of rising main as per Class 600 at suitable points including supply of all materials, labour and T&P etc. complete. |
| 53 | 80 mm dia |
| 54 | Supplying, Carting, fixing of following size ofHigh Head Cast IronAir valve (P-N-1.6) of rising main as per IS 778/2000 at suitable points including supply of all materials, labour and T&P etc. complete. |
| 55 | 80 mm dia (T.P..15kg/Sqm) |
| 56 | Supplying, Carting, fixing of following size ofHigh Head Cast IronAir valve (P-N-1.6) of rising main as per IS 778/2000 at suitable points including supply of all materials, labour and T&P etc. complete. |
| 57 | 20 mm dia C.I. Air Valve (Screwed) |
| 58 | Survey, design supplying, carting, laying & jointing of Supply Main/ Distribution system of following size of G.I. (Medium) pipe confirming to IS 1239 Part I : 2004 including provision of specials and other appurtenant works such as fixing of air valve, sluice valve etc. at suitable points including making scouring arrangement at suitable locations by fixing tee & gate valve etc. complete and also testing & commissioning of laid pipeline including supply of all materials, labour, T&P etc. complete. |
| 59 | 25 mm dia |
| 60 | 32 mm dia |
| 61 | 40 mm dia |
| 62 | 50 mm dia |
| 63 | 65mm dia |
| 64 | 80 mm dia |
| 65 | 100 mm dia |
| 66 | Supply of all materials, labour & Construction of Wheel/Scour/Air valve chamber ( 60 x 60 x 75 cm) in brick masonnrywith fixing of M.S. manhole cover on top including supply of all materials, labour, T&P etc. complete required for proper completion of work as per drawing & design. |
| 67 | Constructing masonry Chamber 120x120x100 cm inside, in 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 : 4 graded stone aggregate 20 mm nominal size) , i/c 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. |
| 68 | Construction of Anchor Block /Thrust Block in R.C.C. 1:1.5:3 size as directed by Engineer In Charge with necessary reinforcement along the alignment of Clear Water Rising Main including supply of all materials, labour, T&P etc. and reinforement complete as per typedesign as per direction of engineer incharge including cartage of materials. size of thrust blockat spacing of 100 m each from pump to half length of top CWR. |
| 69 | 1.0 m x 1.0 m x 1.0 m |
| 70 | Design & Construction of following size of pump house considering all local safety features including supply of all materials, labour T&P, cable trenches, pannel & pump foundation etc complete as per type design. |
| 71 | AtIPS-1 ,,IPS-2,MPS(7 x 5.0 x 5.0) mtr. |
| 72 | Design & Construction of following size of Type-I Residences for care takers/operator or chowkidar for effective operation and maintenance of the scheme and Pumps etc as per type design and drawing complete at MPS ,CWR |
| 73 | Design and Construction of following R.C.C. M 25 grade semi sunk circular service water reservoirs as per latest IS codes of following capacity and other appurtenant works including supply of all materials, labour and T&P etc. with all necessary scaffolding, shuttering and other accessories alongwith construction of valve chambers, supply and fixing of inlet and outlet pipes, lightining conductor, water level indicator, including supply and fixing Bulk water meter compatible with IoT device, provision of bye pass connections with chambers& M.S. Manhole cover with locking arrengment including supply and fixing of M.S. Steel Ladder of 65 mm x 65 mm x 5 mm angle outside and inside the tank( For tanks 20 KL capacity or more) and colour washing of approved apex or other exterior high class paint, on the tank, manhole SS mosquito wire mesh over expanded metal meshincluding supply of all materials, labour, T&P etc. complete required for proper completion of work or as per direction of engineer incharge of work. The reservoirs shall be checked for water tightness i.e for leakage, seepage in the tank and before making the final payment to contractor. |
| 74 | 2.00 KL |
| 75 | 3.00 KL |
| 76 | 5.00KL |
| 77 | 7.50 KL |
| 78 | 10 .00KL |
| 79 | 12.50 KL |
| 80 | 20 KL |
| 81 | 22.50KL |
| 82 | 35 KL |
| 83 | 70 KL |
| 84 | 120 KL |
| 85 | 130KL |
| 86 | 150 KL |
| 87 | Excavation for foundation in Soil mixed with boulders |
| 88 | P.C.C. 1:2:4 with 40 mm gauge stone ballast including supply of all materials, labour, T&P etc. complete. |
| 89 | P.C.C. 1:4:8 with 40 mm gauge stone ballast including supply of all materials, labour, T&P etc. complete. |
| 90 | Random Rubble stone masonry in 1:6 with cement and sand mortar including supply of all materials, labour, T&P etc. complete. |
| 91 | Random Rubble stone masonry laid dry including supply of all materials, labour, T&P etc. complete. |
| 92 | supply of all materials, labour & Construction ofChlorinator chamberandinstalation of bucket type chlorinator 25 litersas per type design & drawaing complete. |
| 93 | Provision of barbed wire fencing all around the CWR/IPS/MPS for approach of unauthorised persons. |
| 94 | supply of all materials, labour & Construction ofCable Trench from transformer to pump houseas per type design & drawaing complete. |
| 95 | Painting with Black anti-corrosive bitumadstic paint of approved brand and manufacture on MSERW pipe Two or More coat. |
| 96 | Construction of Briddle Path 2.0 mtr wide On hill side excavation will be 1.00 m while on valley side no excavationwill be made. Collie walls shall be laid no 50% of length to retain earth.Protection will be done in 50% of length to retain earth including supply of all materials, labour, T&P etc. complete. |
| 97 | supply of all materials, labour & Construction ofbreak pressure tank as per type design complete. |
| 98 | supply of all materials labour T&P etc.consttruction of boundry wall of height 1.50 mtr. |
| 99 | supply of all materials labour T&P etc.consttruction of Piller and Fixing of Ms gate of height 1.50 mtr. |
| 100 | supply of all materials, labour & Construction ofSemi Circular Drainas per type design complete. |
| 101 | E&M Works |
| 102 | ELECTRO MECHANICAL WORKSSITC of following pumping plant & accessories |
| 103 | INTAKE WELL |
| 104 | Electric driven horizontal split case centrifugal raw water pump complete with coupling, coupling guards & MS fabricated heavy duty base plate for mounting above pump and motor. |
| 105 | Electric motor suitable for above pump |
| 106 | Air Cooled fully automaticATS starter suitable for above pump set. |
| 107 | Control panel for above pump set |
| 108 | MPS (Zone- I) |
| 109 | Electric driven horizontal multi stage centrifugal clear water pump complete withbase frame, coupling and coupling guards |
| 110 | Electric motor suitable for above pump |
| 111 | Fully automatic air cooled auto transformer starter suitable for above pump set |
| 112 | Control panel for above pump set (for 4 nos pumps) |
| 113 | MPS (Zone- II) |
| 114 | Electric driven horizontalcentrifugal clear water pump complete with coupling, coupling guard & MS fabricated heavy duty base plate for mounting above pump and motor. |
| 115 | Electric motor suitable for above pump |
| 116 | Air Cooled fully automatic ATS starter suitable for above pump set. |
| 117 | IPS- I (Zone- I) |
| 118 | Electric driven horizontalcentrifugal clear water pump complete with coupling, coupling guards & MS fabricated heavy duty base plate for mounting above pump and motor. |
| 119 | Electric motor suitable for above pump |
| 120 | Air Cooled fully automatic star delta starter suitable for above pump set. |
| 121 | Control panel for above pump set |
| 122 | IPS (Zone- II) |
| 123 | Electric driven horizontalcentrifugal clear water pump complete with coupling, coupling guards & MS fabricated heavy duty base plate for mounting above pump and motor. |
| 124 | Electric motor suitable for above pump |
| 125 | Air Cooled fully automatic ATS starter suitable for above pump set. |
| 126 | Control panel for above pump set |
| 127 | IPS- II (Zone- I) |
| 128 | Electric driven horizontalcentrifugal clear water pump complete with coupling, coupling guards & MS fabricated heavy duty base plate for mounting above pump and motor. |
| 129 | Electric motor suitable for above pump |
| 130 | Air Cooled fully automatic ATS starter suitable for above pump set. |
| 131 | Control panel for above pump set |
| 132 | Al. Cable |
| 133 | Supply and laying of 120 mm2 size 3.5 core, XLPE sheathed armoured cable of 1.1 kv grade for Intakewell |
| 134 | Supply and laying of 240 mm2 size 3.5 core, XLPE sheathed armoured cable of 1.1 kv grade for MPS (Zone-I), IPS- I (Zone- I), IPS- II (Zone- I) |
| 135 | Supply and laying of 500 mm2 size 3.5 core, XLPE sheathed armoured cable of 1.1 kv grade for MPS (Zone- II) |
| 136 | Supply and laying of 400 mm2 size 3.5 core, XLPE sheathed armoured cable of 1.1 kv grade for IPS (Zone- II) |
| 137 | Copper cable |
| 138 | Supply and laying of 35 mm2 size 3.0 core, PVC insulated submersible cable for Intakewell |
| 139 | Supply and laying of 70 mm2 size 3.0 core, PVC insulated submersible cable for MPS, IPS-I (Zone- I), IPS (Zone- II), IPS- II (zone- I) |
| 140 | Supply and laying of 95 mm2 size 3.0 core, PVC insulated submersible cable for MPS (Zone- II) |
| 141 | Jointing Material |
| 142 | Supply & fixing of jointing material such as lugs, tape etc for Intakewell,MPS (Zone-I), IPS- I (Zone- I), IPS- II (Zone- I) |
| 143 | Supply & fixing of jointing material such as lugs, tape etc for MPS (Zone- II) |
| 144 | Supply & fixing of jointing material such as lugs, tape etc for IPS (Zone- II) |
| 145 | Earthing |
| 146 | Complete double loop G.I earthing with material such as earth plate, earth strips, coal, salt etc as required as per IE rules at site for Intakewell,MPS (Zone- I), MPS (Zone- II), IPS- I (Zone- I), IPS (Zone- II), IPS- II (Zone- I) |
| 147 | Main Piping & Valves |
| 148 | Main Piping & Valves suction side 150 mm dia size & delivery side 100 mm dia size with bypass arrangement for Intakewell |
| 149 | Main Piping & Valves suction side 150 mm dia size & delivery side 100 mm dia size with bypass arrangement for MPS (Zone- I) |
| 150 | Main Piping & Valves suction side 150 mm dia size & delivery side 100 mm dia size with bypass arrangement for MPS (Zone- II), IPS- I (Zone- I), IPS- II (Zone- I) |
| 151 | Main Piping & Valves suction side 100 mm dia size & delivery side 80 mm dia size with bypass arrangement for IPS (Zone- II) |
| 152 | Pressure gauge |
| 153 | Pressure gauge (0-20 kg/cm2) - 1 no and compound gauge (0(+/-)1.0 kg / cm2) - 1 no with fittings for Intakewell |
| 154 | Pressure gauge (0-100 kg/cm2) - 1 no and compound gauge (0(+/-)1.0 kg / cm2) - 1 no with fittings for MPS (Zone- I), MPS (Zone- II), IPS- I (Zone- I), IPS (Zone- II), IPS- II (Zone- I) |
| 155 | Tools |
| 156 | Supply of necessary tools for Intakewell, MPS (Zone- I), IPS- I (Zone- I), IPS- II (Zone- I) |
| 157 | Supply of necessary tools for MPS (Zone- II), IPS (Zone- II) |
| 158 | Rubber resistance sheet |
| 159 | Supply of rubber resistance sheet 1mtx 2mt x 0.025 m forIntakewell, MPS (Zone- I), IPS- I (Zone- I), IPS- II (Zone- I), MPS (Zone- II), IPS (Zone- II) |
| 160 | H.O.T crane / Chainpulley |
| 161 | 3 Tonne capacity chainpulley block, 25 m lift with travelling arrangement for Intakewell |
| 162 | 5 Tonne capacity 4.5 mt lift HOT crane with gantry, girder, cross girder, chainpulley block etc for MPS (Zone- I), IPS (Zone- II) |
| 163 | 3 Tonne capacity 4.5 mt lift HOT crane with gantry, girder, cross girder, chainpulley block etc for IPS- I (Zone- I), IPS- II (Zone- I) |
| 164 | Testing |
| 165 | Testing of Pump at manufacturers work for Intakewell, MPS (Zone- I), IPS- I (Zone- I), IPS- II (Zone- I), MPS (Zone- II), IPS (Zone- II) |
| 166 | Testing of Pump at site for Intakewell, MPS (Zone- I), IPS- I (Zone- I), IPS- II (Zone- I), MPS (Zone- II), IPS (Zone- II) |
| 167 | Painting |
| 168 | Painting of pumping plant at Intakewell, MPS (Zone- I), IPS- I (Zone- I), IPS- II (Zone- I), MPS (Zone- II), IPS (Zone- II) |
| 169 | Internal & External electrification |
| 170 | Internal & External electrification of pump at Intakewell, MPS (Zone- I), IPS- I (Zone- I), IPS- II (Zone- I), MPS (Zone- II), IPS (Zone- II) |
| 171 | Main switch |
| 172 | 250 Amp main switch with MCCB for Intakewell |
| 173 | 630 Amp main switch with MCCB for IPS- I (Zone- I), IPS- II (Zone- I) |
| 174 | Transformers |
| 175 | SITC of 100 KVA transformer at Intakewell |
| 176 | SITC of 630 KVA transformer at MPS |
| 177 | SITC of 250 KVA transformer at IPS-I (Zone- I) & IPS (Zone- II) |
| 178 | SITC of 400 KVA transformer at IPS (Zone- II) |
| 179 | Eartihg of Transformers |
| 180 | Eartihg of Transformer at Intakewell, MPS (Zone- I), IPS- I (Zone- I), IPS- II (Zone- I), MPS (Zone- II), IPS (Zone- II) |
| 181 | HT cable for Transformers |
| 182 | Supply & laying of 95 mm2 3 core PVC sheathed XLPE HT Al. cable for IPS (Zone- II) |
| 183 | Supply & laying of 50 mm2 3 core PVC sheathed XLPE HT Al. cable for IPS-I (Zone- I) & IPS- II (Zone- I) |
| 184 | Supply & laying of 35 mm2 3 core PVC sheathed XLPE HT Al. cable for Intakewell |
| 185 | Supply & laying of 120 mm2 3 core PVC sheathed XLPE HT Al. cable for MPS |
| 186 | Supply & fixing of HT cable jointing kit |
| 187 | HT Panel |
| 188 | SITC of HT panel including VCB for MPS & IPS (Zone- II) |
| 189 | Fencing of transformer |
| 190 | Fencing of transformer at Intakewell |
| 191 | Fencing of transformer at MPS (Zone- I), IPS- I (Zone- I), IPS- II (Zone- I), MPS (Zone- II), IPS (Zone- II) |
| 192 | Testing of transformer |
| 193 | Testing of transformer at manufacturer works |
| 194 | Automation |
| 195 | SITC of automation, accessories for pumping plant at Intakewell, MPS, IPS- I (Zone- I), IPS- II (Zone- I), IPS (Zone- II) |
| 196 | GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS(RTUs shells be integrated with the starter Panel) |
| 197 | GSM BASED REMOTE TERMINAL UNITS WITH Analog and Digital Parameter and features as specified to store and transmit data on GSM backbone to LMS(RTUs shells be integrated with the starter Panel) (For 4 nos pump) |
| 198 | GSM based wireless communication hardware for RTUs capable to transfer data from remote site to MCS/LMS with all accessories. |
| 199 | Electromagnetic insertion type flow meters for line sizes 100 mm with local electronics(display and set point facility) and 4-20mA retransmission output to SCADA |
| 200 | Electromagnetic insertion type flow meters for line sizes 80 mm with local electronics(display and set point facility) and 4-20mA retransmission output to SCADA |
| 201 | Energy meters suitable for automation |
| 202 | Valve acutuator for 100 mm dia valve |
| 203 | Valve acutuator for 80 mm dia valve |
| 204 | Actuator Panels |
| 205 | Hard wired timer circuit for actuators |
| 206 | Pressure transmitter |
| 207 | Isolation Transformer (440 V step down 220 V for protection of site automation) |
| 208 | Over voltage & under voltage trip protection (350 V- 450 V) |
| 209 | Level transmitter of 10 mt range |
| 210 | Cabling Work |
| 211 | Single cabling between RTU and field instruments, 2 Core x 1.5 PVC coated flexible screened cable |
| 212 | 4 Core x 2.5 sq mm Cu Power cable |
| 213 | 4C x 1.5 sq mm PVC coated flexible unscreened Cu cable |
| 214 | 10C x 1.5 sq mm PVC coated flexible unscreened Cu cable |
| 215 | Conduit pipe 1\" PVC |
| 216 | Conduit pipe 1.5\" PVC |
| 217 | Customization of software & Integration with existing SCADA Station |
| 218 | Errection, commissioning & customization of iRTU/PLC & software |
| 219 | Operation & Maintenance of 5 nos. pumping station 16 hrs per day basis at Intakewell, MPS, IPS- I (Zone- I), IPS- II (Zone- I), IPS (Zone- II) |
AI Tender Summary
Tender Timeline
Feb 23, 2022
11:30 IST
Tender Published
Tender notice published.
Completed
Jan 27, 2022
18:00 IST
Corrigendum-1 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 03, 2022
18:00 IST
Corrigendum-2 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 16, 2022
18:00 IST
Corrigendum-3 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 16, 2022
18:00 IST
Corrigendum-4 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 16, 2022
18:00 IST
Corrigendum-5 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 16, 2022
18:00 IST
Corrigendum-6 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 23, 2022
18:00 IST
Corrigendum-7 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 23, 2022
18:00 IST
Corrigendum-8 Issued
Clarifications on tender conditions and amendments issued.
Completed
Feb 28, 2022
18:00 IST
Corrigendum-9 Issued
Clarifications on tender conditions and amendments issued.
CompletedFeb 28, 2022
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMar 02, 2022
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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