Drinking Water And Sanitation Department has published Supply, Installation, Construction, Maintenance & Handing Over To Maintenance Body Of Dry Intake Well, Wtp, Rising Main, Pump House, Sump Cum Cwrs, Feeder Main, Service Cwrs, Staff Quarter, All Electrical & Mechanical Works And Other Appurtenance Works At. Submission Date for this Tender is 20-03-2020. Electrical Maintenance Tenders in Chamba Tehri Garhwal Uttarakhand. Bidders can get complete Tender details and download the document.
| Name of Work: Supply, Installation, Construction, maintenance & handing over to maintenance body of Dry Intake well, WTP, Rising Main, Pump House, Sump cum CWRs, Feeder Main, Service CWRs, Staff Quarter, all Electrical & Mechanical works and other Appurtenance Works at Banali GOV Pumping Water Supply Scheme including confirmatory survey, design, testing and commissioning of different pipe lines etc. complete with 03 months trial & run. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 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, 14.0 m (including 4.0 m height of pump house) depth and construction of pump house in brick work / RCC over the well of appurtenants 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 Song river complying all the principal details given below. The intake well must be capable 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 0.75 MLD discharge in 16 hour per day. Also the intake shall be stand on hard strata in firm ground. Also scouring depth shall have to consider during construction. The 20 mm GI Pipe railling in three rows shall be supported on ISA (40x40x5 ) Angle Iron posts. | 1 | 1 | No. |
| 2 | 1.01 | 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 river as per the decision of Engineer-in-Charge and designer’s suggestions. | 2 | ||
| 3 | 1.02 | 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. | 3 | ||
| 4 | 1.03 | 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. | 4 | ||
| 5 | 1.04 | Construction of various RCC foundations for installing pumping plants with motors, arrangement of fixing of various valves etc complete. | 5 | ||
| 6 | 1.05 | 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. | 6 | ||
| 7 | 1.06 | 1.20 m wide RCC circular balcony around outside the well and 2.00 m wide RCC approach path not less than 1.00 m high on HFL and having GI pipe 20 mm railing 3 rows supported on MS angle iron post ISA 40x40x5 grouted in RCC deck slab. | 7 | ||
| 8 | 1.07 | The ceiling of roof slab of Intake well pump house shall not 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. | 8 | ||
| 9 | 1.08 | 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. | 9 | ||
| 10 | 1.09 | 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. | 10 | ||
| 11 | 1.1 | 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 suitable primer 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. | 11 | ||
| 12 | 1.11 | 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. | 12 | ||
| 13 | 1.12 | 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. | 13 | ||
| 14 | 1.13 | Variation in rates of item no. 1 (1.01 to 1.13) above for variation in depth of RCC Intake well. | 14 | ||
| 15 | 2 | Increase in rates for each 0.50 m increase in depth (upto a total of 1.50 m) | 15 | 1 | No. |
| 16 | 2.01 | Decrease in rates for each 0.50 m decrease in depth of well (upto 1.50 m). | 16 | 1 | No. |
| 17 | 2.02 | Increase in rates for each 0.5 m increase in internal diameter intake well. | 17 | 1 | No. |
| 18 | 2.03 | Decrease in rates for each 0.5 m decrease in internal diameter intake well. | 18 | 1 | No. |
| 19 | 2.04 | Increase in rates for each 1.0 m increase of RCC approach bridge length. | 19 | 1 | No. |
| 20 | 2.05 | Decrease in rates for each 1.0 m decrease of RCC approach bridge length. | 20 | 1 | No. |
| 21 | 3 | 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. | 21 | ||
| 22 | 3.01 | Soil mixed with boulder and bajri | 22 | 17600 | Cum |
| 23 | 3.02 | Medium rock | 23 | 5800 | Cum |
| 24 | 4 | Design and Supply of all materials, labour T & P etc. and equipments to construct 0.75 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 0.75 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 | 24 | 1 | No. |
| 25 | 5 | Confirmatory Survey and economic design of rising main including supplying, cartage, laying, jointing, fixing & welding of following API pipe (X-42 grade), duly painted out side with anticorrosive paint from factory and in case of damege of this painted layer it shall be done at site before laying without any extra cost and 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. | 25 | ||
| 26 | 5.01 | From Intake Well to MPS 125 mm dia 4.80 mm thick | 26 | 100 | Mtr. |
| 27 | 5.02 | From MPS to I.P.S 125 mm dia 4.80 mm thick | 27 | 3300 | Mtr. |
| 28 | 5.03 | From IPS to Top CWR 125 mm dia 4.80 mm thick | 28 | 3200 | Mtr. |
| 29 | 6 | Supplying, Carting, fixing of following size of Cast Steel Sluice / Gate valve of rising main as per API-600 at suitable points including supply of all materials, labour and T&P etc. complete. Gate/Sluice Valve. | 29 | ||
| 30 | 6.01 | 125 mm dia (Class -300) | 30 | 4 | No |
| 31 | 7 | Supplying, Carting, fixing of following size of Cast Steel scour valve of rising main as per API-600 at suitable points including supply of all materials, labour and T&P etc. complete. | 31 | ||
| 32 | 7.01 | 125 mm dia (Class-300) | 32 | 5 | No. |
| 33 | 8 | Supplying, Carting, fixing of following size of Cast Steel refelx valve of rising main as per API-600 at suitable points including supply of all materials, labour and T&P etc. complete. | 33 | ||
| 34 | 8.01 | 125 mm dia (Class-300) | 34 | 4 | No. |
| 35 | 9 | Supplying, Carting, fixing of following sizes of Cast Steel double orifice, double acting air valve with SS-302 steel ball and with isolated sluice valve at suitable points including supply of all materials, labour and T&P etc. complete. | 35 | ||
| 36 | 9.01 | CS air valve 32 mm (with suitable pressure) | 36 | 4 | No. |
| 37 | 10 | Confirmatory survey and design of Supply / Feeder Main and Distribution System including Supply, Carting, Laying & Jointing GI Medium Pipe of following size and also provision of specials and other appurtenant works such as fixing of air valve, sluice valve etc. at suitable points including making scouring arrangment at suitable location by fixing tee & gate valve etc. complete and also testing and commissioning of laid pipe line including supply of all materials, labour, T&P etc. complete. | 37 | ||
| 38 | 10.01 | 80 mm dia | 38 | 50 | Mtrs. |
| 39 | 10.02 | 65 mm dia | 39 | 7714 | Mtrs. |
| 40 | 10.03 | 50 mm dia | 40 | 3305 | Mtrs. |
| 41 | 10.04 | 40 mm dia | 41 | 5615 | Mtrs. |
| 42 | 10.05 | 32 mm dia | 42 | 18725 | Mtrs. |
| 43 | 10.06 | 25 mm dia | 43 | 12291 | Mtrs. |
| 44 | 10.07 | 20 mm dia | 44 | 13879 | Mtrs. |
| 45 | 11 | Supply & Construction of Sluice / Gate Valve / Wheel Valve Chamber / Air Valve Chamber of ( 1.2 x 1.2 x 1.2 mtrs ) in brick masonnry with 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. | 45 | 17 | Nos. |
| 46 | 12 | Supply & Construction of Wheel Valve Chamber ( 60 x 60 x 75 cm) in brick masonnry with 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. | 46 | 16 | Nos. |
| 47 | 13 | Design & Supply of all materials, labour T&P etc construction of anchor/thrust block along the alignment of rising main with PCC 1:2:4 with nominal reinforcement on top as per design cement & sand mortor complete. | 47 | 94 | cum |
| 48 | 14 | 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. | 48 | ||
| 49 | 14.01 | At MPS / IPS (8 x 7.0 x 5.0) mtr. | 49 | 2 | No. |
| 50 | 15 | Supplying, Carting, fixing of following sizes of gun metal wheel valve as per IS: 14846 with caps etc. flange drilled as per IS: 1538/70 ISI marked etc. at suitable points including supply of all materials, labour and T&P etc. complete. | 50 | ||
| 51 | 15.01 | 80 mm dia | 51 | 1 | No. |
| 52 | 15.02 | 65 mm dia | 52 | 4 | No. |
| 53 | 15.03 | 50 mm dia | 53 | 3 | No. |
| 54 | 15.04 | 40 mm dia | 54 | 4 | No. |
| 55 | 15.05 | 32 mm dia | 55 | 15 | No. |
| 56 | 15.06 | 25 mm dia | 56 | 9 | No. |
| 57 | 15.07 | 20 mm dia | 57 | 12 | No. |
| 58 | 16 | Supply and fixing of Automatic solution feeder Chlorinator etc. complete including supply of all materials, labour, T&P etc. complete. | 58 | 2 | No. |
| 59 | 17 | 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, 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 mesh including 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. | 59 | ||
| 60 | 23.01 | 60 K.L. at M.P.S. | 60 | 1 | No. |
| 61 | 23.02 | 45 K.L. at I.P.S. | 61 | 1 | No. |
| 62 | 23.03 | 130 K.L. at TOP CWR | 62 | 1 | No. |
| 63 | 23.04 | 7.50 K.L. | 63 | 1 | No. |
| 64 | 23.05 | 15 K.L. | 64 | 2 | No. |
| 65 | 23.06 | 20.00 K.L. | 65 | 1 | No. |
| 66 | 23.07 | 22.50 K.L. | 66 | 3 | No. |
| 67 | 23.08 | 25.00 K.L. | 67 | 1 | No. |
| 68 | 23.09 | 70.00 K.L. | 68 | 1 | No. |
| 69 | 24 | Design and Construction of staff quarter of type - I plinth area (43 sqm) made up of brick masonry with R.C.C. flat roof at each pumping station and Top CWR's with other appurtenant works considering all local safety features including supply of all materials, labour, T&P, etc. complete for proper completion of work including cartage of material at various sites. | 69 | 3 | Nos. |
| 70 | 26 | Design and Construction of boundary wall made up of half brick masonry and column of full brick masonry 1.5 m height with suitable foundation detail at each pumping station and CWR's including supply of all material, labour, T&P etc. complete for proper completion of work including cartage of material. | 70 | 150 | Mtr. |
| 71 | 27 | Construction of protection works for Site Development of Intake, WTP, Clear Water Reservoir, Pump House, Staff Quarter, Sump cum Reservoirs, Service Reservoirs, Rising Main, Feeder Main etc. as per site conditions wherever necessary as follows ( with the prior approval of Engineer incharge) :- | 71 | ||
| 72 | 27.01 | P.C.C. 1:4:8 with 40 mm gauge stone ballast including supply of all materials, labour, T&P etc. complete. | 72 | 50 | Cum |
| 73 | 27.02 | Random Rubble stone masonry in 1:6 with cement and sand mortar including supply of all materials, labour, T&P etc. complete. | 73 | 950 | Cum |
| 74 | 27.03 | Random Rubble stone masonry laid dry including supply of all materials, labour, T&P etc. complete. | 74 | 400 | Cum |
| 75 | 27.04 | PCC 1:2:4 including supply of all materials, labour, T&P etc. complete. | 75 | 15 | Cum |
| 76 | 27.05 | Design, Supply & Fabrication of Iron Gate 3mm thick M.S. sheet with frame of 50x50x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. 10.5.1 Using M.S. angles 40x40x6 mm for diagonal braces3 mtr wide. | 76 | 18 | SQM |
| 77 | 27.06 | Construction of Briddle Path 2.0 mtr wide On hill side excavation will be 1.00 m while on valley side no excavation will 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. | 77 | 1200 | Rm. |
| 78 | 27.07 | Painting of API pipe with black anti-corrosive bitumastic paint of approved brand and manufacture to give an even shade, two or more coats on new work | 78 | 2730 | SQM |
| 79 | 28 | Supply & Construction of Pillar type Stand Post of Distribution System (for GP's) including supply of all materials, labour, T&P etc. complete required for proper completion of work as per drawing & design. | 79 | 56 | No. |
| 80 | 29 | Supply & Construction of break pressure tank of ( 1.2 x 1.2 x 1.2 mtrs ) in brick masonry with fixing of 4 mm thick M.S. sheet manhole cover on top including supply of all materials, labour, T&P etc. complete required for proper completion of work as per drawing & design. | 80 | 4 | No. |
| 81 | 30 | E & M Works | 81 | ||
| 82 | 31 | Intake Well- Centrifugal pump set | 82 | 2 | Set |
| 83 | 32 | Addition/Deduction of rate for per 10 mt change in pumping head \n(Intake Well) | 83 | 1 | Set |
| 84 | 33 | Motor | 84 | 2 | Nos |
| 85 | 34 | Base Plate | 85 | 2 | Nos |
| 86 | 35 | Control Panel cum starter | 86 | 1 | Set |
| 87 | 36 | 25 mm² Al. conductor 3.5 core XLPE cable of 1.1 KV grade | 87 | 100 | mtr |
| 88 | 37 | 6 mm² Cu conductor 3 core submersible cable of 1.1 KV grade | 88 | 90 | mtr |
| 89 | 38 | Jointing material such as lugs, tape etc. | 89 | 1 | Set. |
| 90 | 39 | Earthing | 90 | 1 | set |
| 91 | 40 | 100 mm dia C.S D/F Sluice valve of Class 150 ASA- 2 nos\n80 mm dia CS DF sluice valve Class 150 ASA- 4 nos\n80 mm dia C.S D/F Reflex valve of Class 150 ASA- 3 nos\nPIPE & FITTING- 1 set | 91 | 1 | set |
| 92 | 41 | GAUGES | 92 | 2 | Set. |
| 93 | 42 | Rubber resistance sheet | 93 | 2 | Nos |
| 94 | 43 | Tools | 94 | 1 | Set. |
| 95 | 44 | 1 ton lifting tackle | 95 | 1 | Set. |
| 96 | 45 | Testing at works | 96 | 1 | Job |
| 97 | 46 | MPS- Centrifugal pump set | 97 | 2 | Set |
| 98 | 47 | Addition/Deduction of rate for per 10 mt change in pumping head \n(MPS) | 98 | 1 | Set |
| 99 | 48 | Motor | 99 | 2 | Nos |
| 100 | 49 | Base Plate | 100 | 2 | Nos |
| 101 | 50 | FULLY AUTOMATIC AUTO TRANSFORMER STARTER | 101 | 2 | Nos. |
| 102 | 51 | Control Panel | 102 | 1 | Set. |
| 103 | 52 | 95 mm² Al. conductor 3.5 core XLPE cable of 1.1 KV grade | 103 | 100 | mtr |
| 104 | 53 | 35 mm² Cu conductor 3 core submersible cable of 1.1 KV grade | 104 | 90 | mtr |
| 105 | 54 | Jointing material such as lugs, tape etc. | 105 | 1 | Set. |
| 106 | 55 | Earthing | 106 | 1 | set |
| 107 | 56 | 100 mm dia C.I D/F Sluice valve of Class PN 1.0- 2 nos\n80 mm dia CS DF sluice valve Class 300 ASA- 4 nos\n80 mm dia C.S D/F Reflex valve of Class 300 ASA- 3 nos\nPIPE & FITTING- 1 set | 107 | 1 | Set |
| 108 | 57 | GAUGES | 108 | 2 | Set. |
| 109 | 58 | Rubber resistance sheet | 109 | 4 | Nos |
| 110 | 59 | Tools | 110 | 1 | Set. |
| 111 | 60 | H.O.T. Crane 2 Ton | 111 | 1 | Set. |
| 112 | 61 | Testing at works | 112 | 1 | Job |
| 113 | 62 | IPS- Centrifugal pump set | 113 | 2 | Set |
| 114 | 63 | Addition/Deduction of rate for per 10 mt change in pumping head \n(IPS) | 114 | 1 | Set |
| 115 | 64 | Motor | 115 | 2 | Nos |
| 116 | 65 | Base Plate | 116 | 2 | Nos |
| 117 | 66 | FULLY AUTOMATIC AUTO TRANSFORMER STARTER | 117 | 2 | Nos. |
| 118 | 67 | Control Panel | 118 | 1 | Set. |
| 119 | 68 | 70 mm² Al. conductor 3.5 core XLPE cable of 1.1 KV grade | 119 | 100 | mtr |
| 120 | 69 | 35 mm² Cu conductor 3 core submersible cable of 1.1 KV grade | 120 | 90 | mtr |
| 121 | 70 | Jointing material such as lugs, tape etc. | 121 | 1 | Set. |
| 122 | 71 | Earthing | 122 | 1 | set |
| 123 | 72 | 100 mm dia C.I D/F Sluice valve of Class PN 1.0- 2 nos\n80 mm dia CS DF sluice valve Class 300 ASA- 4 nos\n80 mm dia C.S D/F Reflex valve of Class 300 ASA- 3 nos\nPIPE & FITTING- 1 set | 123 | 1 | Set |
| 124 | 73 | GAUGES | 124 | 2 | Set. |
| 125 | 74 | Rubber resistance sheet | 125 | 4 | Nos |
| 126 | 75 | Tools | 126 | 1 | Set. |
| 127 | 76 | H.O.T. Crane 2 Ton | 127 | 1 | Set. |
| 128 | 77 | Testing at works | 128 | 1 | Job |
| 129 | 78 | SITC of transformer 63 KVA | 129 | 2 | Nos |
| 130 | 79 | SITC of transformer 100 KVA | 130 | 4 | Nos |
| 131 | 80 | Fencing of transformers | 131 | 3 | Job |
| 132 | 81 | Earthing of transformers | 132 | 3 | Job |
| 133 | 82 | GSM based remote terminal unit | 133 | 3 | Nos |
| 134 | 83 | GSM based wireless communication hardware | 134 | 3 | Nos |
| 135 | 84 | Electromagnetic insertion type flow meter 80 mm | 135 | 3 | No |
| 136 | 85 | Level transmitter | 136 | 3 | Nos |
| 137 | 86 | Energy meter | 137 | 6 | Nos |
| 138 | 87 | Valve actuator 80 mm | 138 | 3 | Nos |
| 139 | 88 | Actuator panel | 139 | 6 | Nos |
| 140 | 89 | Hard wire timer circuit | 140 | 6 | Nos |
| 141 | 90 | Pressure transmitter | 141 | 6 | Nos |
| 142 | 91 | Auto phase reversal for Intake well | 142 | 1 | No |
| 143 | 92 | Auto phase reversal for MPS | 143 | 1 | No |
| 144 | 93 | Auto phase reversal for IPS | 144 | 1 | No |
| 145 | 94 | Isolation transformer | 145 | 3 | Nos |
| 146 | 95 | Over voltage & under voltage trip protection | 146 | 3 | Nos |
| 147 | 96 | 2 Core X 1.5 PVC quoted flexible screen cable | 147 | 360 | Mtr. |
| 148 | 97 | 4 Core X 2.5 sq.mm copper power cable | 148 | 150 | Mtr. |
| 149 | 98 | 4 Core X 1.5 sq.mm unscreened copper power cable | 149 | 150 | Mtr. |
| 150 | 99 | 10 Core X 1.5 sq.mm unscreened copper power cable | 150 | 150 | Mtr. |
| 151 | 100 | Accessories | 151 | 3 | Lot |
| 152 | 101 | Customization of software & Integration with SCADA station | 152 | 3 | Job |
| 153 | 102 | Erection commissioning of IRTU/PLC | 153 | 3 | Job |
| 154 | 103 | Erection commissioning of flow meter | 154 | 3 | Nos |
| 155 | 104 | Erection commissioning of actuator | 155 | 6 | Nos |
| 156 | 105 | Erection commissioning of pressure sensor | 156 | 3 | Nos |
| 157 | 106 | Customized develop version of SCADA software | 157 | 1 | No |
| 158 | 107 | Master control station hardware | 158 | 1 | No |
| 159 | 108 | Front end Processor | 159 | 1 | No |
| 160 | 109 | 0.5 KVA UPS | 160 | 1 | No |
| 161 | 110 | 600 DPI inject color printer | 161 | 1 | No |
| 162 | 111 | GSM based wireless communication hardware (MCS) | 162 | 1 | No |
| 163 | 112 | Opeeration & Maintenance | 163 | 3 | Job |
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