Kanpur Development Authority Tender
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Kanpur Development Authority - KDA Tender
Civil And Construction
Drainage Work
Eprocure
Opening Date18 Nov 2023
Closing Date28 Nov 2023
Tender Amount₹ 26,91,16,254
Costs
EMD
₹ 53,83,000Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2023_UPKDA_862965_1Bid Award Id
ViewTender No
238/EE4/KDA/2022-23Tender Authority
Kanpur Development Authority ViewPurchaser Address
-Website
http://etender.up.nic.in
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
Documents
BOQ Items
Depth Below Ground Level
-
-
-
0.00-1.50M
264.25
71273
269.72
1.50-3.00M
231.45
78269
338.17
3.00-4.50M
217.8
92270
423.65
4.50-6.00M
199
98065
492.79
6.00-7.50M
181.05
116266
642.18
7.50-9.00M
163.95
138280
843.43
9.00-10.50M
147.7
137031
927.77
10.50-12.00M
126.75
129354
1020.55
Lean Concrete in foundation in 1:3:6 proportion with cement, coarse sand and 40 mm gauges stone ballast including supply of all labour T&P etc. for proper completion of work
-
-
-
Depth B.G.L. 10.50-12.00M
26.46
204663
7734.82
R.C.C. work with cement, coarse sand and 20 mm gauge stone ballast in proportion 1:1½:3 excluding supply of reinforcement and its bending but including its bindings with 0.50 mm thick binding including its supply wire including centering and shuttering supply as all materials labour T&P etc. required for proper completion of work
-
-
-
Raft Foundation
-
-
-
Depth B.G.L 10.50 - 12.00 M
46.64
844585
18108.6
Plain cement concrete in proportion 1:2:4 cement coarse sand and 20 mm gauge stone ballast including centering and shuttering all labour, material T&P etc. complete
-
-
-
Above Raft
-
-
-
Depthh B.G.L 10.50-12.00m
10.63
164321
15458.27
Pump Foundation Depthh B.G.L 10.50-12.00m
0.31
4792
15458.27
Reinforcement cement concrete work in proportion 1:1½:3 cement coarse sand and 20 mm gauge stone grit including all centering and shuttering required also including all materials (excluding supply of reinforcement & binding but including binding ) with 0.50 mm BWG Binding wire including its supply labour T&P etc. for completion of RCC well steining of pumping station all complete.
-
-
-
Well staining
-
-
-
Depth Below Ground Level
-
-
-
0.00-3.00 M BGL
27.88
457281
16401.78
Above G.L.
5.58
91521
16401.78
3.00-6.00 M BGL
34.24
673916
19682.14
6.00-9.00 M BGL
50.15
1069313
21322.31
9.00-12.00 M BGL
50.15
1151568
22962.49
Plinth Beam M20
3.76
48634
12934.71
Floor Slab
12.67
214091
16897.49
Roof Slab
6.98
117944
16897.49
Pump house Wall
19.46
328825
16897.49
Lintels & Sun shades
-
-
-
Sun Shades
0.14
1983
14169.82
Lintels
0.82
11619
14169.82
Inside Landings
-
-
-
Beams
5
70849
14169.82
Platform
4.5
63764
14169.82
Plinth level Ramp
1.8
25505
14169.82
Apron
-
-
-
(100 mm thick over Base Concrete 1:4:8)
15.1
11906
788.5
Sal Wood Frames
0.72
65972
91628.03
Fully Glazed teak wood Shutters
-
-
-
Doors
3.84
27396
7134.5
Windows
6.77
48300
7134.5
ISMB 200
15.4
9604
623.68
MS Gratings
5.25
17127
3262.3
MS Ladder
18.55
88993
4797.5
G. I. Pipe railing 1.2 M high MS Angle 50 x 50 x 6 mm 20 g G. I. pipe railing 3 raws post spacing 1.20 M
37.1
16019
431.78
Sump plinth Level
3.75
1619
431.78
Platform
30
12953
431.78
Granolithic marble flooring
17.02
28440
1671.01
Supply and fixing of MH Cover
1
4797
4797.5
Supply and fixing of lightening conductor
1
71962
71962.5
Oxidized Iron fittings
10.61
178155
16791.25
Fixing of RCC NP3 pipe 450 mm Dia
1
2850
2850.73
Dewatering/Baling of watering during laying of lean concrete, Raft PCC etc
30
431775
14392.5
Snowcem Painting by approved shade two coats over one base coat including supply of all materials labour T&P required for proper completion of work
137.78
59490
431.78
Platform foundation
-
-
-
Excavation 0.00-1.50 M BGL
1.41
380
269.72
Lean concrete 1:4:8 cement, coarse sand 40 mm gauge stone Ballast
0.47
2596
5524.87
Ist class brick work in 1:3 cement and coarse sand mortar for one and half brick thick wall in foundation including cutting molding as bricks as required shape including supply of all materials labour T&P etc. required for proper completion of work
0.49
3589
7325.71
Mild Steel or iron work in Plain work such as in RB or R.C.C. work (When not included in over all rates) wrought to the required shape as necessary including bending cuttings to required size & shape for the completion of work and including supply of all materials labour T&P etc. and also including wastages, Taxes etc. for proper completion of work
36.5
4151352
113735.68
Apron
-
-
-
Connecting of 8 cms the lean concrete 1:4:8 and 10 cms thick M15 PCC over H8, 1.0m wide allaround including all works complete
22.2
16795
756.56
Disposal of surplus earth including hiring of truck tracktens etc. fill the earth cartage up to 8 kms. Form site of work and its disposal including all labour T&P etc. complete
230
33103
143.93
Soil Investigations including drilling of 150mm dia bores, each 25m deep hiring of equpments all labour, material required, collection of samples, protection of bore, testing of samples in laboratory and also including submiting of test Report is Triplicate.
75
71962
959.5
Miscellaneous Work L.S.
1
500000
500000
S.T.P Work
-
-
-
Design Engineering supply, construction, erection and commissioning of the SBR Technology based 8.50 MLD Capacity Sewage Treatment plant (including pile foundation) suitable to treat Domestic sewage to the extent as given in tender document for 8.5 MLD.The Sewage Treatment plant shall be consist of:
8.5
172711500
20319000
Stilling Chamber
-
-
-
Fine Screen Channel-Mechanical
-
-
-
Fine Screen Channel-Manual
-
-
-
Grit Chamber-Mechanical
-
-
-
SBR Basins
-
-
-
Chlorination Tank
-
-
-
Sludge Sump
-
-
-
DWPE Dosing Tanks
-
-
-
also including screens, Air blowers etc all appurtenances complete
-
-
-
Extra Works
-
-
-
Supply of the following pipe suitable for R/R joints as per relevant IS Specification FOR destination including all taxes, insurance and transportation charges up to UP Jal Nigam Divisional Stone in Ghazipur city
-
-
-
500 mm dia DI K - 7
100
639635
6396.35
Supply of the specials for above pipes 10%of item(1.83)
1
63963
63963.5
Supply of following D.I.D/F fittings as per relevant IS Specification or other equivalent make FOR destination including all taxes, insurance and transportation charges
-
-
-
50 mm dia double orifice kinetic type air valve
1
28785
28785
NRV 500 mm dia
1
734017
734017.5
Sluice valve 500 mm dia
1
527725
527725
Excavation for following depth below G.L. for laying of Rising mains in ordinary soil earth, sand, loam, and clay including cutting of jointing pits trimming dressing leveling refilling of trenches in 20cm layers watering and ramming the same including removal of surplus earth or other dismantled materials up to a distance 50m from the center of trenches.
-
-
-
0.0 - 1.5
153.6
41428
269.72
Extra on above for excavation in soil mixed with moorum shingle kankar etc. where special T & P is to be used
-
-
-
0.0 - 1.5
38.4
11950
311.21
Carting of following sizes of DI-K-9 Pipes & rubber rings from store to site of work, lowering the same into trenches and laying true to the alignment and gradient including excavation of earth below invert of pipes cost of all jointing materials testing etc. complete.
-
-
-
500 mm DI K - 7
100
36945
369.45
Carting & re-carting of excavated earth where sufficient width of road is not available for stacking of surplus earth during excavation & laying of Riming mains (Average lead 250m)
19.2
7000
364.61
Carting of following sizes of CI fittings from store to site of work lowering the same into the already prepared, tranches also including fixing in position including supply of all materials such as bolts, nuts rubber packing, white lead etc. labour & T&P complete
-
-
-
50 mm dia double orifice kinetic type air valve
1
963
963.34
NRV 500 mm dia
1
6236
6236.75
Sluice valve 500 mm dia
1
8155
8155.75
Supply of all materials labour T&P for construction of Brick masonry chamber to place sluice valve, Air valves etc. complete as per UP Jal Nigam type Design
3
64478
21492.8
Supply of all materials labour T & P etc. complete for construction of cement concrete Thrust Blocks (2.5*1.25*1.25m size) in 1:2:4 cement, coarse sand and 20mm gauge stone ballast also including excavation, refilling properly fixing pipe/ bends etc. all complete at suitable locations i.e. bends etc. as directed by Engineer in charge
2
115140
57570
Excavation in foundation in ordinary soil (loam, clay and sand) for lead up to 50 M and lift up to 1.50 M filling, watering and ramming of excavated earth in 15cms layers into the space of foundation trench and disposal of surplus earth up to a distance of 50 M from the centre of foundation trenche includus all labour T& P etc. complete.
-
-
-
Depth Below Ground Level
-
-
-
0.00 - 1.50 M
194.25
52393
269.72
1.50-3.00M
337.5
114132
338.17
3.00-4.50M
337.5
142981
423.65
4.50-6.00M
337.5
166316
492.79
6.00-7.50M
337.5
216735
642.18
7.50-9.00M
337.5
284657
843.43
Lean Concrete in foundation in 1:4:8 proportion with cement, coarse sand and 40 mm gauge stone ballast including supply of all materials, labour T&P etc. for proper completion of work.
5.25
29005
5524.87
Plain cement concrete in proportion 1:2:4 with cement, coarse sand and 20 mm gauge stone ballast including centering and shuttering also including supply of all labour, material T&P etc. complete
-
-
-
PCC
3.5
38645
11041.62
M20
1.5
19402
12934.71
Reinforcement cement concrete work in proportion 1:1½:3 with cement coarse sand and 20 mm gauge stone grit including all centering and shuttering required also including all materials (excluding supply of reinforcement & bending but including binding ) with 0.50 mm BWG Binding wire including its supply labour T&P etc. for proper completion.
-
-
-
Depth B.G.L. 7.50-9.00M
8.31
139733
16815.13
Wall M20 longer walls
49.33
833553
16897.49
Short walls
13.38
226088
16897.49
RCC M20 perforated platform
0.55
7793
14169.82
RCC M20 Platform for installation & fixing of Pen stocks
0.56
7935
14169.82
Supply of DI K-7 pipe 700mm dia, all taxes etc. complete
5
56274
11254.9
Laying & Jointing of 700mm dia DI K-7 Pipe
5
4073
814.79
Supply & fixing of MS Screen of size 2.50x2.0M counting of 10mm square bars @ 20mm clear spacing fixed on 75x75x6mm MS angle also including its fixing anticorrosive painting 3 coats in bar screen chamber all works complete
5
71962
14392.5
Supply, fixing, installation of 900mm dia penstock including all accessories, labour T&P also including testing etc. complete
-
-
-
900mm dia
2
863550
431775
Supply of all material labour T&P etc. complete for construction of 1.20m wide Apron all-around Bar Screen chamber construction of 100mm thick lean concrete 1:4:8 with stone ballast and PCC M15 100mm thick over it, including all finishing works also including sterilization of earth all complete
32.4
25547
788.5
Supply of MS ladder coasting of 75x75x6mm MS angles, 16Ø plan bars spaced 150mm and fixed to MS frame, 2.50m long form perforated platform to bed of chamber and other from pen stock platform to BL of chamber also two nos. MS ladders 8.5m long from GL to platforms in all materials labour T&P anticorrosive painting 3 coats and all works complete
22
105545
4797.5
MS Works
-
-
-
Raft Foundation 1.50%
0.12
13648
113735.68
Walls 2.50%
1.57
178565
113735.68
Platforms 1.25%
0.01
1137
113735.68
Supply & fixing of 50mm dia HDPE pipes 150mm long in perforated platform for adequate drainage including all works complet
30
10074
335.83
Site Clearance & unforeseen works
1
5828
5828.83
Miscellaneous Works L.S.
1
250000
250000
Excavation in foundation in ordinary soil (loam, clay and sand) for lead up to 50 M and lift up to 1.50 M filling, watering and ramming of excavated earth into the space of foundation trench and disposal of surplus earth up to a distance of 50 M from foundation trenche .
-
-
-
Depth Below Ground Level
-
-
-
0.00 - 1.50 M
1125
303435
269.72
1.50-3.00M
975
329715
338.17
3.00-4.50M
825
349511
423.65
4.50-6.00M
675
332633
492.79
6.00-7.50M
525
337144
642.18
Supply of RCC 700 mm dia DI K-7 Pipe
100
1125490
11254.9
Laying and joining of Sewer 700 mm dia DI K-7 Pipe
100
81479
814.79
Bedding
-
-
-
Lean Concrete in foundation in 1:4:8 proportion with cement, coarse sand and 40 mm gauge stone ballast including supply of all materials, labour T&P etc. for proper completion of work
30
165746
5524.87
Plain cement concrete in proportion 1:2:4 cement, coarse sand and 20 mm gauge stone ballast including centering and shuttering all labour, material T&P etc. complete
17.46
192786
11041.62
RCC M20 block at the end of Bye Pass Sewer to keep it in position preventing from flood damage or otherwise in cement coarse sand 20mm gauge grit including supply of all other materials labour T&P etc. complete
4.7
79031
16815.13
Launching Apron
0.45
7566
16815.13
MS Works
0.08
9098
113735.68
Site Clearance & unforeseen works
1
1368
1368.56
Miscellaneous Works L.S.
1
250000
250000
PUMPING PLANT Non-clog, single stage, Bottom suction submersible sewage pump suitable for handling raw sewage of a specific gravity of 1.03 driven by submersible electric motor suitable for operation on 380 + 10% volts, 3 phase, 50 Hz, AC supply system along with 35 mtr submersible cable and having following specification & M.O.C. Capacity - 90 LPS Total Head - 20 mtr H.P. of Motor - 45 RPM (Synch) - 1500 M.O.C. Pum cacing - As per IS 210 Mechanical - Eagle Burgmann Impeller - CF8MSS-316 Shaft - As per AISI-41
6
10278000
1713000
Accessories of each submersible pumping plant (a) Pedestal with autocouping - 1 No. (b) S.S. guide pipe approx - 10 M (c S.S. chain with shackles approx - 12 M (d) C.I.D.F. bend 200 mm dia x 900 - 1 No. (e) Submersible cable - 30 M
6
2952000
492000
0.415 KV L.T. outgoing panel for pumping plant L.T. control panel having 2 Nos. Bus coupler and 8 Nos. outgoing panels or incoming/ outgoing will be considered as per requirement of work suitable to operated on 415 ± 6% Volt, 3 phase, 50 Hz, AC supply as per details given below
1
1777000
1777000
A. 2 Nos. Bus coupler (1 No. for D.G. set and 1 No. for power supply from LT end) each consisting of following items - 1600 amp ACB - 1 No. C. Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No. Voltmeter with selector switch - 1 No. Power factor meter (0.5 Lag & 0.5 Lead)-1 No Frequency meter - 1 No. KWH meter - 1 No. 2 Pole over current rel
-
-
-
B. Bus bar chamber having 3 Nos. bus bars for phase and 1 No. bus bar for neutral of suitable size - 1 No.
-
-
-
C. 6 Nos. composite panels for pumping plants (06 Nos for P.P. & 02 No. spare) each consisting of following items160 amp MCCB - 8 Nos. C. Ts of suitable ratio - 1 No. Ammeter with selector swich - 1 No. iv Power capacitor controlled by main switch of suitable rating - 1 No. 1 Set v Thermal over load protection - 1 No. vi Reverse rotation trip device - 1 No. vii Automatic start/stop device according to level in the sump - 1 No. viii Indicating lamps (Auto/manual/low level/reverse rotation) - 1 set
-
-
-
D.3 Nos. panels for miscellaneous works, each consisting of following itemsi MCCB of 100 amp capacity - 2 No. ii C. Ts of suitable ratio - 1 No. iii Ammeter with selector swich - 1 No. iv Indicating lamps - 1 set
-
-
-
E. 1 Nos. outgoing panels for miscellaneous works, each consisting of following itemsi MCCB of 63 amp capacity - 1 No. ii C. Ts of suitable ratio - 1 No. iii Ammeter with selector swich - 1 No. iv Indicating lamps - 1 set
-
-
-
Starter SOFT starter suitable for operation on 380 ± 10% volts, 3 phase, 50 Hz, AC supply suitable for starting and running of 45 HP electric motor and 8 to 12 starts and stops Hr.
6
804000
134000
Main Pipe, Valves and special A. Motor operated C.I.D.F. rising spindle type, sluice valve with 1 Set actuators conforming to IS: 14846 suitable for sewage application of following size.
1
305000
305000
200 mm dia size
6
1440000
240000
450 mm dia size
1
432000
432000
B. C.I.D.F. Reflex valve conforming to IS : 5312 suitable for sweage applicable of folllowing size
-
-
-
200 mm dia size
6
720000
120000
450 mm dia size
1
336000
336000
C. C.I.D.F. dismantling joint of following size
-
-
-
200 mm dia size
6
660000
110000
450 mm dia size
2
254000
127000
D. C.I. Pipes and specials
-
-
-
i. 150 mm x 200 mm dia C.I.D.F. Enlarge - Nos. ii 200 mm dia C.I.D.F. pipe iii 450 mm dia C.I.D.F. pipe 145 Qtl. iv 200 mm dia 900 C.I.D.F. bend v 450 mm x 300 mm x 200 mm dia C.I.A.F. Tee vi 450 mm dia C.I. blind flange
145
2465000
17000
E. Necessary MS, Nut-Bolt and washer
2
24000
12000
F. Necessary SS, Nut-Bolt and washer
2
42000
21000
G. Necessary rubber packing of suitable size 200 mm and 300 mm
1
144000
144000
H.O.T. Crane Provision of H.O.T. crane of 5 ton capacity along with gantry girder and chainpully block and geared trolly suitable for 4.5 meter span and 10 meter clear lift complete in all respect for circular pump house suitable for 7 meter travelling lenlgth for installation of pumping plant.
1
768000
768000
Sewage level regulator/controller 8 Provision for ultrasonic level regulator/controller for measuring sewage level in the sump suitable for indication of low and high level in mtrs.
1
115000
115000
Electromagnetic flow meter Provision for 450 mm dia electromagnetic flow meter complete with display unit including power cable installlation teting & commissioning.
1
763000
763000
Pressure Transmitter Pressure gauge complete with necessary Cu. Tubing, stop cock and necessary fittings suitable for sewage applicable
7
119000
17000
Power and control cable Supply & laying of 1100 volt grade, 2x625 sqmm 3.5 core, Armored, Al conductor size of XLPE cables required for power wiring form L.T. Panel of sub station to L.T. panel of Pump
80
28000
350
Supply & laying the 2 x 625 sqmm 3.5 core Armored, Al Conductior size ofXLPE cables required for power wiring form L.T. Panel of pump house sto starters.
140
96600
690
Earthing Double earthing of all electrical equipments as per latest IER specification complete with slat, charcoal, G.I. earth electrodes, watering pipe, C.I. earth boxes and G.I. earth strips of suitable of size
4
60000
15000
Construction fo foundation for pumping plants, starters and panels
1
86000
86000
Installation of Pumping plants and all related equipments at site
1
96000
96000
Commissioning of all pumping plants and related equipments at site
1
48000
48000
Testing of Pumping Plants
-
-
-
At Works
1
144000
144000
At Site
1
144000
144000
Painting of all equipments
1
120000
120000
Internal and external electrification of pump house, substation room and campus.
1
144000
144000
Spares pump set/starter and spare parts i Spare pump of 90 LPS/20 m head/45 H.P. - 1set ii Starter for above pump - 1 set iii Impelle set - 1 No. iv v Shaft - 1 No. Mechanical Seal - 2 Nos. 1 Lot 17.13 17.13 vi Upper and lower ball/thrush bearing - 2 Nos. vii Auto Coupling - 1 No viii Spare part for L.T. panel and starter 1 set
1
1713000
1713000
Tools & spanners i Heavy duty pipe wrench 450 mm size - 2 Nos. ii Screq wrench 350 mm size - 2 Nos. iii Ring Spanners - 1set iv DE spanners - 1 set v vi Socket wrench with tommy bar and sockets of diff. size - 1 set insulated piler -2 Nos. 2 Lot 0.14 0.28 vii Scrow driver - 2 Nos. viii Hammer with handle - 2 Nos. ix hexaframe - 2 Nos. x Sprit level - 1 No.
2
28000
14000
Miscellaneous items required L.T. magger with testing lead - 1No. Tong tester for measuring of electrical quantity - 1No. Fire Extinguisher - 4 Nos 12 mm thick electric resstant rubber matting for LT equipments - 8Nos. 20 mm thick electric resistance rubber matting for HT equipments - 2 Nos. Portable electric drill machine with complete range fo drill bits. - 1 No. Manually operated crimping tool with complete range of dies upto 100 sqmm size cable - 1 No. Portable deqatering submersible pump set complete wth starter, delivery pipes and other accessories - 1 No. Steel almirah for keeping records and spares - 2Nos. Steel table with sunmica top - 1 1 No. Steel chair - 4 Nos. Chequered plate of required size to cover all cable trenches in pump house and substation - 1 Lot
1
120000
120000
Provision of C. I. sluice Gate Conferming to IS 13349 or AWWac501 having F shapped wall thimble of C.I. spindle
3
3597000
1199000
Provision for Mini Tubewell with 100 mm PVC pipe including Cora 100 Submersible pump for campus water requirement complete in all respect
1
48000
48000
Pole mounted Solar LED 1*18 W Street lighting Fixture installation
6
144000
24000
Mechancial coarse screen with conveyour belt taking as one stand by 20 mm opening. (Belt Conveyor -600 mm width)
2
2878000
1439000
Miscellaneous Works L.S.
1
300000
300000
Supply of silent type DG set, engine, alternator capable of developing 180 KVA at 415 + 6% volts, 50 Hz AC at 0.80 P.F. logging and self exciting coupled with suitable BHP diesel engineconnected with flexible coupling and mounted on common base plate complete with fuel tank inside the acoustion system and inbuilt control panel 12 volt lead acide battery with lead silencer manual control panel & AVM pads D.G. Set shall be mounted in open sky resting on the foundation as per the design.
2
6140000
3070000
Suitable AMF panel floor mounting type comprising of Ammeter/Voltmeter with slector switch, power factor meter, short circuit protection, main supply voltage monitor short circuit protection relay, selector switch auto/manual/off, indicating lamps, push button start /stop/re-set etc
1
1439000
1439000
Anti-Vibration mountings
2
288000
144000
Exhaust pipe, fuel line and fuel tank
2
211000
105500
Spare parts for D.G. set
2
346000
173000
Complete power wiring and earthing of D.G. set and AMF panel as per IER specification with necessary power and control cable, salt, charcoal, G.I. earth electrodes, watering pipe, C.I. earth boxes and G.I. earch strip of adequate size
2
624000
312000
Construction of foundation of D.G. set and AMF panel.
2
336000
168000
Installation of D.G. set and other accessories including commissioning and testing.
1
182000
182000
Miscellaneous Works
1
100000
100000
GSM/GPRS Based Remote Terminal Units With analog and Digital parameter and features as specified to store and transmit data on GSM backbone to MCS (1 no. IRTU for 2 Pumps) and should able to send & recived SMS from registered mobile parallel mode.
3
864000
288000
GSM/GPRS based wireless communication hardware for RTUs capable to transfer data from remote site to MCS with all accessories and should able to send & recived SMS from registered mobile parallel mode.
3
114000
38000
Intelligent energy meters
6
174000
29000
Auto Phase reversal unit with inbuilt time delay & enclosure (Confirms to IEC: 60947- 1 & IEC : 60947-6-1) of rating 400 Amp.
1
216000
216000
Complete cabling for 6 pumps
1
288000
288000
Security Survelliance IP Camera
4
76000
19000
Part B
-
-
-
Operation & Maintenance of Civil & ElectricalMechanical works for 05 Years after successful 03 months trial & run Period which included O&M of sewer line, Building works, Staff Salary, E&M Machinery works, Electricity consumptions (inclusive of Electricity Bill) of IPS, MPS & STP, Running Cost of IPS, MPS, STP by DG Set & Establishment cost of IPS, MPS & STP
1
28834000
28834000
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