Public Health Engineering Department Tender

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Public Health Engineering Department - PHED Tender

Works
Civil And Construction
Electrical Generators And Transformers
Electrical and Electronics
Water Storage And Supply
Eprocure
Opening Date4 Mar 2025
Closing Date17 Apr 2025
Tender AmountRefer Documents 
Notes
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Costs

Summary

Wbphed/ee/amd/ Niet-50 Of 2024-2025/2

Description

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BOQ Items

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DO_NOT_SHOW

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Brick work with 1st class bricks in cement mortar (1:4) (b) In superstructure, ground floor.

1.75

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Plaster (to wall, floor, ceiling etc.) with sand and cement mortar including rounding off or chamfering corners as directed and raking out joints including throating, nosing and drip course, scaffolding/staging where necessary (Ground floor).[Excluding cost of chipping over concrete surface]With 1:4 cement mortar, (c) 10 mm thick plaster.

12

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Net cement punning about 1.5mm thick in wall, dado, floor etc.

12

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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.II) II) For Structural Works in Roof Trusses etc. using joists, channels and angles of specified section weighing less than 22.5 kg/ m.

0.2

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Galvanised corrugated iron sheet work (excluding the supporting frame work) fitted and fixed with 10 mm. dia J or L hook-bolts, limpet and bitumen washers and putty complete with 150 mm. end lap and one corrugation minimum side lap. (Payment to be made on area of finished work)(GCI sheet to be supplied by contractor)(i) In Roof:-a) With 0.60 mm thick sheet.

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Transformer Installation Portion:-

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Transportation of the 315 KVA transformers from Ukhra/ Pandabeswar Head Works site, 3 Core X 185 Sqmm HT Cable(20 Mtr), & 3.5 Core X 300 Sqmm LT Aluminium armoured cable(100 Mtr) from Pansuli Head works to Madanpur Head Works by hired vehicle including loading unloading by engaging skilled & unskilled labour to avoid any sorts of damage as per direction of EIC.(Approx 50 KM)

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Opening the Top cover & inspection cover cleaning the main tank, removing moisture, dirt etc from this also cleaning HT & LT terminal box removed moisture using hot air blower as per direction of EIC.

1

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Supply of Transformer oil as per IS:335(1993) specification in a sealed drum.(Make:- Approved make)

30

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Supply of all kinds of Gaskets, Oil seals & conical rubber washer for 11/0.433KV, 315 KVA indoor type transformer.(For 1 No Transformer)

1

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Filling the transformer oil through filter machine by old oil and new supply oil after filtration to the 315 KVA Transformer,engaging skilled and unskilled personnel for increasing IR value as per direction including hire charges of oil filter machine and oil testing equipment as per direction of EIC.(315 KVA Transformer)

500

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Placing the top cover, inspection cover, H.V. & L.V. bushings, conservator tank with newly supplied gaskets/oil seals and tightening of nuts and bolts after cleaning of the surface sludge of core and coil assembly with hot oil through filter machine for 315 KVA transformer as per direction of EIC.(For 1 No 315 KVA of Transformer)

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Uplifting the transformer through the ramp then placed in proper position by engaging engaging skilled & unskilled labour to avoid any sorts of damage as per direction of EIC.

1

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Supply of Indoor type heat shrinkable termination kit for 3 Core, 185 sq mm 11 KV (E) XLPE cable.(Make-Approved Make)

1

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Supply of Outdoor type heat shrinkable termination kit for 3 Core, 185 sq mm 11 KV (E) XLPE cable.(Make-Approved Make)

1

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Laying of one No. cable 3.5 Core X 300 Sqmm in underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per Mtr. including filling the space between the bricks and cable and also the trenchwith shifted soil, leveling up and restoring surface duly rammed.(From Transformer LV Side to Pump House)

90

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Laying of 200/250 mm dia DI pipe after cutting earth and removing dedris near lighting kiosk towards ajoy river, then placed it in proper position, in between sand basin and road end, then its end fixed by using brick work,plain cement concrete and net cement finishing and all RBTWs cable from Low lift run through this pipe so no chance of damaged all work should be done as per direction of EIC.(To Cross The Road)

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Installation of above said Transformer (315 KVA, Indoor Type, Oil Cooled) on the foundation, then making both H.T. & L.T. Cables termination, with supplied 11 KV(E) heat shrinkable kit,(Indoor & Out Door) after taking shutdown from Power supply agency end,( H.T. From GOAB terminal Point to H.V. Sides Terminal of Transfomer & L.T. sides of transformer to 3.5 Core X 300 Sqmm) whole work should be done by skilled technician & as per direction of EIC.

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Installation of LT PDB Panel at Pump:-

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Carrying the LT PDB Panel from Damalia Head Works Site to Madanpur Head Works Site by hired vehicles including loading and unloading on both the end as per direction.(Above 10 KM Upto 20 KM)

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3.5 Core X 150 Sqmm Aluminum Armored, XLPE insulated 1.1 K.V. grade cable, conforming to IS 7098(I) as per direction of EIC.( Extra Cable Stored at Site)(Make:-Approved make)

60

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Laying of one No. cable above 35 sqmm and upto 185 sqmm in underground trench 460mm wide x 760mm average depth, with brick protection on the top of the cable with 8 (eight) Nos. bricks per Mtr. including filling the space between the bricks and cable and also the trenchwith shifted soil, leveling up and restoring surface duly rammed.(From LT PDB To Old Pump House LT MCC incomer)

50

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Atfisrt removing the moist(Low IR Valued) 800 Amp ACB(Act as a incomer and Buscoupler interlocking) from the cabinet removing all outgoing feeders, also checking power & control circuit, Busbar, C.T.s, Measuring units by providing hot air desiccate moisture, thus IR value should be increased, this unit also working properly, under full load condition after fitting and fixing of these above said materials, then Installation of LT PDB Panel on Newly constructed pump pouse's working floor also doing all necessary connection all work should be done by skilled electrician & wholly satisfaction of EIC.

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LT MCC Panel Installation Portion:-

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Supply, Delivery and Storage at Site 2 mm. thick CRCA Sheet Steel Enclosed Cubical type Indoor Floor Mounted 415 Volt PDB cum MCC Panel as per specification given in NIT.(Feeders Contain-60 HP Star-Delta Starter+ 7.5 HP DOL Starter-10 Nos)

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Supplying and installing following size of perforated painted with powder coating M.S. cable trays with perforation not more than 17.5%, in convenient sections, joined with connectors, suspended from the ceiling with M.S. suspenders including bolts & nuts, painting suspenders etc as required.(300 mm width X 50 mm depth X 1.6 mm thickness)(For Laying of Cable)

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Installation of the newly supplied PDB Cum MCC panel in place of floor including Concrete cutting,dressing, and place chequered plate with suitable MS angles (preferable angle size 50mmX6mm) socketing, jointing of the cables with supplying necessary jointing materials including necessary earthing arrangement as required and connection to equipments with including drilling holes, bolts,nuts washer etc. as per direction of EIC.

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Earthing for electrical installation as per ISS and IE rules and as per technical specification of NIT. (Earth Pit-8 Nos)

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Testing & Commissioning of whole installation including Transformer, LT PDB, LT MCC, power cable and also earthing arrangement as per direction of EIC.

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45 KW/60 HP Submersible Pump-Motor on CWR:-

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Supply and delivery of following materials at site:-

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Vertical submersible pumping machinery directly coupled with wet winding type suitable size submersible motor with following specification:Discharge (Q) : 155 m³/Hr.Head (H): 60 mtrs,Outlet - 150 mm dia,Motor: Operating Voltage: 415 (± 10%), Phase: 3 Ph, 50 Hz ±6%,Speed: 2900 RPM, Power-45 KW/60 HP,Method of starting: S/D.(Make- Approved make)( Warranty certificate & Curve chart should be submitted at the time of delivery)

2

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150 mm dia, PN-1.0 Cast iron double flanged single door swing non-return valve generally conforming to IS:5312 Part I, having body, door, cover in graded cast iron to IS:210 Gr.FG200, body and door rings & hinge pin of st.st.AISI 410, valve suitable for a maximum working pressure of 10 kg/cm2 (Seat test) & body tested to 15 kg/Sqcm.(Make-Approved Make)(At delivery side of Clear water Pump)

2

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200 mm dia, P.N.-1.0, Cast iron double flanged Rising Spindle Sluice Valve generally confirming to IS:14846 having body door /dome/Bonnet and cover of cast Iron Gr FG 260, outside screen rising, Spindle of IS 6603 Gr-12 cr-13, spindle nut & seat rings are Gunmetal as per 1S:318 LTB 2. Flanges flat faced and drilled to IS:1538 Part IV & VI, Valves are suitable for maximum working pressure of 10 sqcm (seat test) and body tested to 15 kg/sqcm, All the valves should be tested by closed end method only.(Make-Approved Make)(In Common Header)

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3 Core X 35 Sqmm 1.1 KV Grade flat submersible copper conductor cable.(One For Star Other for Delta)(Make:-Approved make)(From Pump To Kiosk Box)

20

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3 Core X 70 Sqmm Aluminum Armored, XLPE insulated 1.1 K.V. grade cable, conforming to IS 7098(I) as per direction of EIC.(Make:- Approved make) (Test Certificate is to be submitted at the time of delivery)(From Kiosk to Panel Starter Feeder)

120

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Kiosk Box size( 500 mm X 500 mm X 150 mm) contains with 2 Nos Star Terminal as per IS Specification.(Make:-Approved Make)

2

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150 mm dia. 1.5 mtr length ERW M.S. column pipe having thickness 5.4 mm, (as per IS 1239 Part-I Heavy Type) having 11 TPI thread at one end with one heavy type slip on flange other end and painted by 2 coats of anticorrosive syntietic paint.(Make:-Approved Make)

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150 mm dia Heavy duty bend/Elbow as per IS:2062.

2

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150 mm dia MS Slip-on-Flange as per IS:1239.

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150 mm dia,M.S Black Pipe as per IS:1239(Part-I-2004), Class-C Heavy Duty type.

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Suspension clamp for suspend the S/M P/M set from top of the CWR, Size Ǿ 150 mm dia X 75 mm width X 500 mm Long X 12 mm thick.

2

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200 mm dia M.S. black Pipe with 9.5 mm thick as per IS:Conforming to IS:3589 Gr.330.(Make:- Approved Make)

10

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200 mm dia Blank flange as per IS:2062.

2

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200 mm dia heavy duty elbow/bend as per IS:2062.

2

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200 mm dia MS Slip-on-Flange as per IS:1538.

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150 mm dia 1.0 Meter long MS Nipple, both end threaded as per IS:2062.(For Pump Outlet)

2

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Supply, delivery and storage at site of following 150 mm dia Glycerine filled Diaphragm Seal type Gagues with syphon tube and three way cock and as per technical specification. Pressure Gauges (0-15 kg/ cm2)(At the delivery+Common Header of S/M P/M)

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Installation of all items as mentioned in Sl.No. 7.02 to 7.18 No item including lowering of submersible pump into CWR by using derrick & chain pulley arrangement, pipe supports, valve supports, laying of cables through PVC Pipe, jointing with necessary jointing materials, laying of pipe & joining with 200 mm existing MS Line, fitting & fixing of Kiosk Box on the CWR also doing necessary connection & earthing by 25mmX6mm G.I. Strip, with earth pit, including supply of all erection items viz. rubber gaskets, nuts & bolts etc., including cost of welding etc, all complete as per relevent IE Rules, and upto entire satisfaction of EIC.

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Testing & Commissioning of the entire installation i.e. Pumps, Motors, Valves etc.Painting of the installation (viz. valves, pipe lines etc. by two coats of epoxy paint (colour to be decided by EIC) over a coat of primer.

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M.S. structural works in columns, beams etc. with simple rolled structural members (e.g. joists, angle, channel sections conforming to IS: 226, IS: 808 & SP (6)- 1964 connected to one another with bracket, gussets, cleats as per design, direction of Engineer-incharge complete including cutting to requisite shape and length, fabrication with necessary bolting, metal arc welding conforming to IS: 816- 1969 & IS: 1995 using electrodes of approved make and brand conforming to IS:814- 2004, haulage, hoisting and erection all complete. The rate includes the cost of rolled steel section, consumables such as electrodes, gas and hire charge of all tools and plants and labour required for the work including all incidental chages such as electricity charges, labour insurance charges etc.(For built up sections / srtuctural members of specified sections weighing not less than 22.5 Kg./m)( For Making lifting arrangement/Goal Post from C.W.R. of Submersible Pump)

0.6

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Add GST @ 18%

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Add CESS @ 1%

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