Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date20 Mar 2023
Closing DateCancelled
Tender Amount₹ 6,46,87,383
Costs
EMD
₹ 6,46,870Document Cost
₹ 20,000Tender Fee
₹ 1,534
Summary
Construction Of Retrofitting Pwss Under Jjm At 10 Village Of Block- Petlawad
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2023_PHED_261897_1Bid Award Id
ViewTender No
NIT No. 08/ PHED/2022-23/Jhabua_3Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://mptenders.gov.in/
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Documents
BOQ Items
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
662.3
173522
262
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
662.3
178158
269
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
662.3
182794
276
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
662.3
187430
283
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
441.5
128035
290
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
220.7
105494
478
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
423.9
205591
485
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
423.9
208558
492
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.208
423.9
211526
499
... More
Earth work in excavation by mechanical means (Hydraulic excavator) /
manual means over areas (exceeding 30 cm in depth, 1.5 m in width
as well as 10 sqm on plan) including disposal of excavated earth, lead
up to 50 m and lift up to 1.5 m, disposed earth to be levelled and
neatly dressed. Soft rock with or without blasting or bituminous
pavement / cement concrete road In ordinary or Soft rock with or
without blasting or bituminous pavement / cement concrete road.
USOR.Item.no. 16.6A + 16.7-P.no.213
423.9
214493
506
... More
Cutting of Water bound macadam road and making good the same including supply of extra quantities of materials i.e. aggregate, moorum screening and labour required.including compaction in layer by appropriate methads USOR.Item.no. 16.20 P.no.210
110.32
115279
1045
... More
Providing & fixing following cast iron double flanged single door reflux (non return) valves including jointing & testing with cost of jointing material such as bolts, nuts and rubber insertion all complete as per IS :5312 (Part I) 80 mm dia USOR.Item.no.8..4a -P.no.113
26
75998
2923
... More
Provision for jointing of TW to Rising Main with cost of Material/ specials such as GI Union/ CI flange, GI Reducer as per requirement of site i/c cost of labour etc. complete as per approved specification and as directed by Engineer in charge. .(Refer fig. in the drawing section.) A- GI to HDPE
26
70200
2700
... More
Provision for jointing of Rising main to sump well/ OHT and OHT to Distribution pipe line with cost of Material/ specials 1-such as Bends MTA as per requirement of site i/c cost of labour with excavation labour as per requirement complete as per approved specification and as directed by Engineer in charge (Refer fig. in the
10
45000
4500
... More
Providing & fixing following cast iron single air valves, small orifice with screwed end as per IS :14845-2000 including jointing & testing with cost of jointing material and rubber insertion all complete as per IS :13095-1991 50 mm dia class PN-1.0 USOR.Item.no.8.1 -P.no.115 25mm Dia Class Pn :1.6
22
63008
2864
... More
Filling available excavated earth (excluding hard rock/Ordinary rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m in all kind of soil.
PHE USOR Item no.16.10(a)/208
1032.2
38191
37
... More
Filling available excavated earth in trenches lead up to 50m and lift up to 1.5m in all kinds of soils excluding watering and ramming. USOR. Item.no. 16.10a -P.no 208
32141.99
771407
24
... More
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.121 090 mm dia HDPE 10 Kg/cm²
10430
3650500
350
... More
Providing, Laying, Jointing & field testing of High Density Polyethylene pipes, (HDPE) confirming to IS 4984/ 14151/ 12786/ 13488 with necessary jointing material like mechanical connector of jointing pipes by heating to the ends of pipes with the help of Teflon coated electric mirror/ heater to the required temperature and then pressing the ends together against each other, to form a monolithic & leak proof joint by thermosetting process. It may be required to be done with Jack/Hydraulic Jacks/ Butt fusion machine. (50 mm & above fusion jointed & below 50mm mechanical jointed) USOR.Item.no. 9.1 -P.no.121 075 mm dia HDPE 6 Kg/cm² 090 mm dia HDPE 6 Kg/cm²
48300
11012400
228
... More
110 mm dia HDPE 6 Kg/cm²
6860
2510760
366
... More
Providing and laying HDPE Bend 90º confirming to IS specifications. USOR.Item.no.9.2 -P.no.122 90mm dia HDPE 10 kg/sq.cm
29
7337
253
... More
90mm dia HDPE 10 kg/sq.cm
27
7641
283
... More
90mm dia HDPE 6 kg/sq.cm
87
17052
196
... More
110 mm dia HDPE 6 Kg/cm²
31
8060
260
... More
Providing and laying HDPE Bend 45º confirming to IS specifications. 90 mm dia HDPE 6 Kg/cm²\ USOR.Item.no.9.3 -P.no.123
60
12360
206
... More
110 mm dia HDPE 6 Kg/cm²
30
9210
307
... More
140 mm dia HDPE 6 Kg/cm²
3
1869
623
... More
90 mm dia HDPE 6 Kg/cm²
70
20650
295
... More
110 mm dia HDPE 6 Kg/cm²
17
7344
432
... More
Providing and laying Reducer: Confirming to IS specifications. USOR.Item.no.9.6 -P.no.124 110mm dia 6 kg/sq.cm
32
4000
125
... More
Providing and laying End Cap Confirming to IS specifications. USOR.Item.no.9.8 -P.no.124 090mm dia 6 kg/sq.cm
90
6660
74
... More
Providing & fixing of following Ductile iron double flanged sluice valves as per I.S.:14846-2000 fitted with cast iron cap including jointing & testing with cost of jointing material such as bolts, nuts, rubber insertions etc. all complete USOR.Item.no.8.1 -P.no.111 80mm dia S. Valve
87
591513
6799
... More
100mm dia S. Valve(PN1.0)
20
182720
9136
... More
Providing butt fusion welded joint/joining by heating to the ends with the help of Teflon coated electric mirror/heater ends together etc. by thermosetting processes to HDPE Pipe 9.7- P.no.12 and specials. (6 kg. 8 kg. 10 kg.) (50 mm & above fusion jointed & below 50 mm 4 mechanical jointed) 90mm Dia 6 kg/sq.cm
1086.5
158629
146
... More
110mm Dia 6kg/sq.cm
172.75
27812
161
... More
Construction of Brick masonry valve chamber with 20 cm thick wall in 1:6 C.M. with 12 mm thick 1:4 cement plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm. with M-20 RCC chamber cover size 150cmx120 cm x12 cm thick.including cost of materials, labour etc. complete. as per approved specification.USOR.Item.no.17.45.1-P.no.217 new amendment 254/06.08.2020
65
422500
6500
... More
Construction of Brick masonry valve chamber with 20 cm thick wall in 1:6 C.M. with 12 mm thick 1:4 cement plaster and base course 10 cm. thick in M-15. Inside Dimensions 110x80x100cm. with M-20 RCC chamber cover size 130cmx100 cm x10 cm thick.including cost of materials, labour etc. complete. as per approved specification.USOR.Item.no.17.45.1-P.no.217 new amendment 254/06.08.2020
65
331500
5100
... More
Supply & Erection of readymade mini pump house (control panel box) GI sheet of 18 gauge of size 90cmx90cmx60cm with 40x40x5mm angle Iron frame to fix it 200 mm below ground level with hold fasts grouted in foundation and 300mm above ground level for clearance suitable for fixing of control panel, fuse unit, main switch etc. as per approved specification. .USOR.Item.no.17.18-P.no.228
25
337500
13500
... More
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete (Thermo-Mechanically Treated Bars (TMT) USOR.Item.no.16.25A-P.no.211
33276
1830180
55
... More
Reinforcement for RCC work including straightening, cutting, bending, placing in position and binding including cost of binding wire upto floor two level including all wastage etc. complete Cold twisted bar
437.13
2076804
4751
... More
providing 7 fixing form work i/c Centering and shuttering including strutting, propping etc. and removal of form for Foundation, footing , base of columns , etc. for mass concrete .USOR.Item.no.16.30 i-P.no.214
3629.7
1150614
317
... More
Providing & laying mechanically mixed cement concrete 20mm nominal size graded crushed stone excluding cost of i/centering & shuttering. M-15 (Nominal Mix 1:2:4) 90 mm outer dia
182.67
857635
4695
... More
Provision for Jointing of Rising main to sump well/OHT and OHT to Distribution pipe line with cost of material/speciala such as Bends,MTA as per approved specification and as directed by Engineer in charge.
1
4500
4500
... More
12 mm cement plaster of mix 1:4 (1 cement: 4 sand) USOR.Item.no.16.29iv-P.no.214
123
17958
146
... More
Structural steel work in sengle section , fixed with or without connecting plate , including cutting hosting fixing in position and applying a priming coat of approved steel primer all complition. USOR.Item.no.16.25b-P.no.211
2000
152000
76
... More
Providing and making Consumer Service Connection ( Functional House Hold Tap Connection) from HDPE pipe with the help of electro fusion machine including all labour and material such as electro fusion suddle ,brass insert flow control valve, double compression elbow ,male/femail threded adopter with metal insert sockets , MDPE 20 mm dia/GI pipe 15 mm dia (Medium class), Brass tap with Stainesless steel coating etc. all complete and all item/ fittings shall be complying with the relevant BIS Codes. Rates also include excavation, cutting of road if required, refilling the trenches and restoration of road with minimum M-20 (1:1:5:3) grade CC or equivalent grade of existing CC cutting for providing tap connection (whichever is richer), Pre-fabricated cement concrete platform in CC M-20 grade over 75 mm thick M-10 (1:3:6) base and pre-febricated Milestone shaped cement concrete stand post as per attached drawing and specificatens. complete item For connection with 20 mm dia MDPE pipe upto 5 mtr and concrete road crossing is necessary PHED USOR It.No 17.41. 1, 8th Amendment ENC ltr 368/27/01/2023 PG-1
51
153510
3010
... More
For connection with 20 mm dia MDPE pipe upto 5 Meter to 10 meter and concrete road crossing is necessary. PHED USOR It.No 17.41.2 8th Amendment ENC ltr 368/27/01/2023 PG-1
57
182400
3200
... More
For connection with 20 mm dia MDPE pipe upto 5 meter and road crossing is not required. ( Distribution pipe line is on the same side of house) PHED USOR It.No 17.41.3, 8th Amendment ENC ltr 368/27/01/2023 PG-1
1010
2232100
2210
... More
Supply delivery and erection of ONLINE Silver ionization water disinfection equipment using oilgodinamic disinfection as per standrad specification product feasibility study carried out by NEERI for the following capacities. The life of the inbult electrode in these equipements will last for the maentioned life in lakh liters.Flow rate up to 5000 LpH
10
563000
56300
... More
Capacity 2000 LPH
16
447072
27942
... More
Supply of Woltman Turbine bulk meter class b multijet , magnetically coupled as per specifications and EEC approved including transportation to site storage safety installation testing commissioning making connection with existing pipeline having total measuring capacity of 10000 kl with least cound of one kl including excavation at site devetering and reinstating the same sfter completion and as per specifications including all taxes
10
135000
13500
... More
Providing and installation of automatic water level indicator for supervisory controller (auto switch off) with accessories i/e labour and material etc. complete as per approved specification and as directed by engineer incharge.USOR.Item.no. 24.20.113 -P.no.268
10
180000
18000
... More
Supplying & Installation of Energy efficiant five star BEE rating ISI Marked required capacity of Three Phase, 50 Hz, 415V, deep well submersible pump Steel body, suitable for 6"tube well with Control Panel Starter suitable for Submersible pump with dry run protection, single phase preventer, connections, including clamps, bore cap etc. as required as per specifications but excluding pipe and connection cable 10 HP with20 stages, Head Mt. 184-80 Discharge LPM 60-270 USOR 267/24.20.106 (ix)
28
1915592
68414
... More
Providing and supply of following Open Well submersible motor pump set conforming to IS of following Discharge and Head 80 M and 10 HP and Discharge 4.75 LPS As per PHED Rate Provided Dated 16-12-2017 for dugwell (including Unit Rate Nos. 2 43500.00 100% stand by)
20
870000
43500
... More
Supplying & Installation of approved Make required capacity 3 phase, 50 Hz, 415V, Centrifugal Monoblock pump, with Starter,i/e single phase preventor, connections, base channel foundation etc. as required as per specifications but excluding Pipe and connection cable. for Sumpwell 7.5 H.P. Head Mt.24- 37, Discharge LPM 780-320(including 100% stand by) USOR Nos. 2 29917.0 Item No. 24.20.112 iii P-No. 268
20
598340
29917
... More
Supplying and laying of submersible flat cable ISI mark 3 core copper wire of suitable size with proper clamping of approved make. 6.0 Sq mm multi strandUSOR.Item.no.24.20.107-P.no.267
625
104375
167
... More
Providing and jointing of following galvanized Iron (MS) Pipes class medium with heavy duty seamless sockets for lowering of submersible pumps including testing of joints, cost of pipes & heavy duty sockets and jointing materials all complete. Pipes and sockets confirming to IS:1239-2011 Part-II. 50 mm dia, class medium with heavy duty seamless sockets .USOR. Item.no17.38.1 second ammendment
2880
820800
285
... More
65mm Dia
400
148000
370
... More
Labour only for lowering of three phase submersible pumping set in the tube well with pipe line assembly, electrical cable, testing etc. complete including connecting the electrical cable from pump & starter . USOR.Item.no.24.18.4-P.no.258 (i) 7.5 HP to 12.5HP - Depth up to 150 mtr
16
34496
2156
... More
Fabrication , providing and fixing of typical information board of size 2.40 x 1.80 m made out as detailed below. 17.47 2nd /7ammendment
10
90000
9000
... More
Preparing structural design of RCC Under Ground / Partially under ground/Ground Level Reservoir of 30 KL. capacity as perrelevant 1.S. standard sandconstructingthesame, including excavationinalltypesofsoilstrata (including rock) including shoringstruttingifrequired, for loosesoil/toprotectfromcollapse casting 100mmthickP.C.C.levellingcoursein M- 15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead. Including cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e.walls,base,topslab/ domebottometc.all). Includingall types of labour and material charges of lowering, laying, erecting/hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate cowl type ventilatorsor lanterntypeventilator withstainlesssteeljali. Aluminium ladder to provide access inside the tank. RCCchambersforvalves. Providing and applying threecoats of cementpaint/ snowcem to the outside faceofstructure. Italso includessatisfactorywater tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge. 2nd Addendum item No. 26.2
6
1950000
325000
... More
Preparing structural design of RCC Under Ground / Partially under ground/Ground Level Reservoir of 20 KL. capacity as perrelevant 1.S. standard sandconstructingthesame, including excavationinalltypesofsoilstrata (including rock) including shoringstruttingifrequired, for loosesoil/toprotectfromcollapse casting 100mmthickP.C.C.levellingcoursein M- 15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead. Including cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e.walls,base,topslab/ domebottometc.all). Includingall types of labour and material charges of lowering, laying, erecting/hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate cowl type ventilatorsor lanterntypeventilator withstainlesssteeljali. Aluminium ladder to provide access inside the tank. RCCchambersforvalves. Providing and applying threecoats of cementpaint/ snowcem to the outside faceofstructure. Italso includessatisfactorywater tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge. 2nd Addendum item No. 26.2
1
289000
289000
... More
Preparing structural design of RCC Under Ground / Partially under ground/Ground Level Reservoir of 50 KL. capacity as perrelevant 1.S. standard sandconstructingthesame, including excavationinalltypesofsoilstrata (including rock) including shoringstruttingifrequired, for loosesoil/toprotectfromcollapse casting 100mmthickP.C.C.levellingcoursein M- 15, Refilling the pit with proper soil and disposing of the surplus stuff at all lead. Including cement plaster in CM 1:2 with approved water proofing compound to all over inside container (i.e.walls,base,topslab/ domebottometc.all). Includingall types of labour and material charges of lowering, laying, erecting/hosting and jointing of pipe assembly to inlet, outlet overflow, washout and bye pass arrangement as per hydraulic design. Providing and fixing accessories, CI Manhole frame and cover, water level indicator, adequate cowl type ventilatorsor lanterntypeventilator withstainlesssteeljali. Aluminium ladder to provide access inside the tank. RCCchambersforvalves. Providing and applying threecoats of cementpaint/ snowcem to the outside faceofstructure. Italso includessatisfactorywater tightness test as per relevant I.S. code and painting name of scheme and capacity on the tank as per direction of engineer in charge. 2nd Addendum item No. 26.2
3
1215000
405000
... More
The brick masonry pump house to be constructed over the sump Provided the internal dia of the sump is not more than 3.5 m. The minimum clear height of the pump house shall be 3.30 m. The columns, Beams, Lintels, Chajjas, and Slabs shall be constructed in RCC M-25 grade of concrete and walls shall be constructed in brick masonry with 1:6 cement motor and of minimum 200 mm thickness, duly plastered with 1:6 cement mortar. Vitrified tiles of 600 mm X 600 mm flooring shall be done as per standard specification, 30% of floor area shall be provided for door and windows. MS door of size 1.0 m x 2.10 m shall be provided. The door and windows shall be of Imm thick M.S. sheet door with frame of 40x40x5 mm angle iron and 3mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, using M.S. angels 40x40x5 mm for diagonal braces, including applying a priming coat of approved steel primer and two coats of best quality enamal paint as per direction of engineer in charge. Concealed electric fitting shall be done as per standard IE rules. Pump house shall be provided with sufficient number of points for lights, fans, power points, sockets and etc. All fixtures like energy efficient tube lights, LED, Fans, Exhaust Fans, etc as required of ISI mark and of standard make shall be provided. Painting of pump house shall be done by Apex exterior Paint as per direction of engineer in charge. Design Drawing will be provided by the department. 2nd Addendum item No. 26.3
10
850000
85000
... More
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 staging height from GL :-75 Kilo Litres / 15 meter Staging meter Name:Himmatgadh,Chawariya,BAKIYA
3
4338000
1446000
... More
Design, drawing, construction, testing and commissioning of Elevated Service Reservoir/ Over Head Tank (ESR/OHT) with all necessary fitting as mentioned in relevant chapter of USOR, IS codes and departmental guidelines. Complete turn key job for following capacities with 9/12/15 staging height from GL :-100 Kilo Litres / 15 meter Staging meter Name:Hanumantiya
1
1531000
1531000
... More
1 KM OF 11 KV LINE ON PCC Pole Using Rabbit Conductor Max Span 70 Mtrs IN RURAL AREA (Schedule Ref. C-1.2 of MPMKVVCL for SOR 2022-23)
14.2
4481250
315581
... More
11/0.4 KV, 25KVA OUT DOOR SUB-STATION (ON PCC POLE ) (Schedule Ref. E-1.1 of MPMKVVCL for SOR 2022-23)
24
3352968
139707
... More
One KM. L.T. LINES 3 PHASE 5 WIRE ON PCC SUPPORTS USING 1100 Volts Grade A.B. Cable 3 X 25+1x16+1x35 Sq.mm.
XLPE WITH MAXIMUM SPAN OF 50 METERS (Schedule Ref. D-2.2 of MPMKVVCL for SOR 2022-23 )
9
2977128
330792
... More
11 KV D.P. Structures on 140 kg. 8.0 mtr. long PCC poles for tapping DP. (Schedule Ref. C-9.1 of MPMKVVCL for SOR - 2022-23)
14
530642
37903
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