Public Health Engineering Organisation Tender
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Costs
EMD
₹ 17,49,000Document Cost
₹ 10,000Tender Fee
Refer Documents
Summary
Augmentation Of Water Supply System For Dhenkanal Town By Convergence With Mega Water Supply Project Of Rwss Including O And M For 5 Years Under Amrut 2.0 Swap-ii
Description
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Contact
Tender Id
2024_PHEO_101313_1Bid Award Id
ViewTender No
EICPH-19/2023-24 Dtd.07.02.2024Tender Authority
Public Health Engineering Organisation ViewPurchaser Address
-Website
http://https://pheoodisha.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
Supplying all materials, labour and T&P for construction of RCC framed boundary wall including excavation of foundation, sand filling in foundation, C.C (1:3:6), RCC Column & Beam (1:1½ :3), Brick work with Fly Ash Bricks 25cm x 12cm x 8cm in cement mortar(1:6) in super structure, 12mm thick cement plaster in cement mortar (1:6) for brick masonry work at outside Surface, 16mm thick cement plaster in cement mortar (1:6) for brick or stone masonry work at inside Surface, two coat of Weather Coats over one coat of wall primer etc. all complete as per approved drawing, scope of work, specifications and direction of Engineer-in-charge. (MBR Site - 100 M)
100
721055
7210.55
Supplying all materials, labour and T&P for fitting & fixing of 2 Leaf SS Gate (Size 6.0 M x 1.80 M Ht.) & 1 Leaf SS Gate (Size 1.3 M x 1.80 M Ht.) including construction of RCC pillars (Size 0.50 M x 0.50 M x 1.80 M Ht. above G.L) etc. all complete as per the direction of Engineer-in-charge.
1
84593
84593
Pilot Altitude Valves for Existing ESRs at Zone -2 and Zone-3
-
-
-
Supply, installation, testing & commissioning of DI Pilot Altitude flow Control valve of DOUBLE CHAMBER (Globe Type) with orfice plate for propose to close valve at maxium water level of ESR & open the refill the ESR AT LOWER ALTITUDE Control valve should be worked at minimum pressuer 1kg/cm². An altitude control valve control at level of a tank .The altitude valve will remain open while the tank is not full and it will close when the ntanks reaches its maximum level. The opening & closing the valve will work without extranal power soures (electric,pneumatic or man power ). It will work automatically. The body, Spool & Cover will be DI ASTM A- 536 standard, Spring, steam, Jam nut, Cover bolt, & cover waser shouuld be SS, DI/SS Diaphragm plate Nytrill/Nylon diaphragm, Brozen cover bushing, Seat plate & ring . The Approved make : (VAG/SINGER/ BURMAD-700/DORT-S300/ AVK ) with 2 Nos solenoid including cost of all materials with all taxes transportion to site /Storage with insurance.
-
-
-
150 mm dia
1
257279
257279
200 mm dia
1
336828
336828
Sunken Pump House with Provision for Installation of Centifugal pump set along with pumping arrngements (Including PLC Pannel, VFD, Actuator Sluice, Pressure Transmitter, Flow meter, Pressure Gauge, NRV, Transformer-250 KVA, DG Set and ATS Control pannel Switch and Electrifications)
-
-
-
Design (Aesthitically) and constructing RCC Frame structure of Pump House with positive suction
-
-
-
RCC Framed Clear Water Sunken Pumping House at Proposed MBR as per approved drawing, scope of work, specifications and direction of Engineer-in-charge.
(10M x 6M = 60 Sqm)
60
1447181
24119.69
Providing, erecting and giving test of Centrifugal pump set conforming to IS 9079 operating at 2900 RPM with CI impeller, priming funnel, cock, suitable flanges at suction and delivery side. Pump shall have common shaft for pump and motor. Motor shall be suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply. Motor shall be TEFC type. Pump set shall be suitable for working at various discharge and head requirements. Pump shall be erected on Provided C.C. foundation block with suitable foundation bolts grouted in C.C. foundation block. Pump shall be erected on Provided C.C. foundation block with suitable foundation bolts grouted in C.C. foundation block.
Centrifugal Pump at MBR 110 HP- 3 Nos (2W+1S)
Duty of each pump set Head – 85 M & Discharge – 256 M3/Hour
330
3076134
9321.62
PLC Pannel
1
345460
345460
Supplying all labour, T&P, procurement and installation of VFD for each Clear Water pumpset, required PLC, pressure switch to the common header, actuator delivery valve for each pump, testing and commissioning all complete with ancillary materials such as cables,connectors ,etc and allied works. (MAKE/ BRAND/ MANUFACTURER And the Corresponding Model/Product/size integration and compatibility shall be as per direction of Engineer-In-Charge)
Supply of Max 60-90 KW VFD and its installation in Existing electrical control panel.
3
2850000
950000
Actuator Sluice Valves-200 mm dia
3
650250
216750
Pressure Transmitter
1
20000
20000
Wire/Cable
300
13500
45
Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/- 0.5% of measured value & protection as per given specifications for size 100 mm 1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 Mtrs built in GSM/GPRS ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based ontechnical specifications (ABB, Krone, Immersion, Bermad, E & H/ SBEM)
450 mm dia
1
367167
367167
Pressure Gauge-200 mm: Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.
3
22500
7500
NRV-200mm dia
3
143868
47956.1
250 KVA LT Silent DG Set
1
2779900
2779900
RCC Framed DG Shed (8m x 5m = 40 Sqm)
40
643201
16080.03
HT Line with 3 Phase 11/0.4 KVA Sub-Station (Work done as per Estimate received from TPCODL)
-
-
-
HT Line
1
1300000
1300000
3 Phase 11/0.4 KVA Sub-Station with installation of 250 KVA Transformer including all other required materials.
1
838928
838928.39
Pumping Arrangment and Electrification
-
-
-
Supplying all materials, labour, t&p and laying MS pipe & specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium) confirming to specification of following nominal dia with lead of all materials to site.
-
-
-
273mm dia M.S.Pipe (6.30mm thick)
6
20596
3432.7
250mm dia M.S. Flange.(12mm thick)
6
12331
2055.22
250mm dia plain. Bend
4
50176
12544
323.9mm dia M.S.Pipe (6.4mm thick)
45
207211
4604.7
300mm dia M.S. Flange.(16mm thick)
20
56519
2825.98
300mm dia M.S. plain bend
10
153240
15324
Supplying all materials, labour, t&p and cutting of following dia MS pipe of following thick in treanches by gas cutter set of pocket etc all complete
38.44
38643
1005.3
Supplying all materials, labour, t&p and jointing following dia MS pipe up to 8.0mm thick in treanches by electric arc welding & genetator set of pocket etc all complete (Fillet welding)
38.44
94554
2459.8
Supplying all materials, labour, t&p and construction of 3ph 3wire 11 KV O.H line over 160mm x 152mm WPB 11 mtr long pole with 55mm2 AAAC PVC cable ,double disc and avrage span -40 mtr with lead of all materials to site as per TPCODL specification. (Work done as per Estimate received from TPCODL)
0.5
412500
825000
Construction of on line DP with AB switch on existing 11KV feeder over WPB 160mm x 152 mm 11Mtr. Long pole. (Work done as per Estimate received from TPCODL)
1
228414
228414
Construction of 90 0 cut point on 11KV feeder over WPB 160mm x152mm 11Mtr. Long, pole. (Work done as per Estimate received from TPCODL)
1
54453
54453
Supplying all materials, labour, t&p and fixing 600 Amp TPN Main switches of following capacity (IS 13940 Part 3/1993 ) on existing surface/wall mountnting and complete with HRC Fuse links, interconnections, earthing, etc. as required as per direction of Engineer in Charge. (Work done as per Estimate received from TPCODL)
2
47630
23815.12
Supplying all materials, labour.t & p and wiring in existing surface/ conduit with insulated single core 50 mm2 multistand copper conductor as required. (Work done as per Estimate received from TPCODL)
200
185648
928.24
Supplying all materials, labour and T&P and fixing to walls or ceiling and floor galvanised mild steel tubes conforming to( IS.1239 Part-1),the following nominal diameter and fittings and clamps including making good to the damages including testing as per specification all complete.
-
-
-
80mm. dia G.I. pipe (Medium class)
200
223850
1119.25
Manufacturing, supply, and delivery of DI D/F non-rising spindle soft seated glandless Gate Valves with body and bonnet of Ductile cast iron of grade GGG – 40, wedge with fully encapsulated EPDM rubber W-270 (approved for drinking water) and seals of NBR. The valves shall be of single piece thread rolled. Valve shall have 3 “O” rings of NBR for stem sealing. Gate valve shall be compatible for buried applications without valve chamber. Face-to-face dimensions as per BS 5163-89/IS 14846-PD/EN 558F4 and flange connections as per IS 1538, Maximum Valve operating torque should be at least 40% less than the torque as stated in the standard EN 1074. Electrostatic epoxy powder/liquid coating (EP-P) inside and outside color blue RAL 5005 with minimum coating thickness of 250 microns. The EPDM rubber & Epoxy Powder should be approved by W 270. (EP-P a it is a resi-coat power approved for drinking water application, applied through fusion bonding technology process by dipping the shot-blasted casted components heated up to 200 deg C).
-
-
-
300mm dia D.I Gate valve (PN-16)
3
388102
129367.42
Supplying all materials, labour,t&p and fixing DI D/F Slanted seat Swing Check Valve in single piece body and body of ductile cast iron GGG-40 and dish of ductile cast iron GGG-40 with fully encapsula and EPDM rubber where both faces can be used Electrostatic epoxy powder/ liquid coating (E.P-P) inside and out side colour blue RAL 5005 with minimum coating thickness of 250 microns. The EPDM rubber & epoxy powder should be approved for drinking water application, applied through fusion bonding process by dipping the shot-blasted casted componets heated up to 200degree ( face to face dimensions as per EN558-1, series 48 and flange connection as per EN 1092-2/2/15 1538.
-
-
-
Supply & Installation of 300 mm dia D.I N.R Valve (PN-1.6)
3
308024
102674.9
Supplying all materials, labour,t&p and fixing of out door fedder pannel having provision for fixing of 400A Three pole Moulded case Circuit Breaker 50KA-1no 400A Bus Bar(4way)-1no, 500A Heavy Duty Kit- Kat-3nos with all the arrangement for incoming 240Sqmm x 3.5 core from the transformer to fedder Panel and out going cable Pump House as per directction of EIC
(Work done as per Estimate received from TPCODL)
1
97463
97463
Supply, Installation, Testing Wiring & Commissioning of Main Distribution Panel Made out of 2MM C.R sheet, Duely Powder coated, Floor mounted, Front operated, complete with Rated Alluminium BusBar and interconnection with copper wire and lugs. Having 36KA 250A 4P TM Based MCCB including spreader link and extended ROM-1Nos, RYB indicator -1set, Basic Multifunction Meter- 1Nos, 4A control Mcb - 3Nos, CT200/5A - 3Nos, 50Ka 125A 3P Motor Duty MCCB including Spreader Link and Extended ROM-2Nos, 50Ka 63A 3P Motor Duty MCCB including Spreader Link and Extended ROM-4Nos, 10KA 63A 4P MCB-2Nos.All witchgear and controlgear make- Siemens, schneider, ABB, L&T, LEGRAND. all completed as per electrical specification with lead of all materials to site. (Work done as per Estimate received from TPCODL)
1
166457
166457
Clear Water Net work Improvement (Laying of clear water rising main, Interconnection work & SV Chamber)
-
-
-
Cutting asphalt or bituminous road of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of all labour, T & P etc. all complete as per the direction of engineer-in-charge.
405.37
323647
798.4
Cutting concrete road of grannualar course of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of all labour, T & P etc. all complete as per the direction of engineer-in-charge.
704.3
1126105
1598.9
Supplying all labour, T&P and earth work excavation in following kinds of soil within initial laed of 50m & initial lift of 1.50m including rough fressing breaking clods and laying in layers not exceeding 0.30m. In depth, levelling the bed, using pans, vessels for slushy soil and including sundries supervision charges &labour cess etc, as per direction of Engineer-in-charge
-
-
-
In all kinds of soil
7820.91
1784809
228.21
In D.I Rock
434.5
232357
534.77
Laying of ISI Marked Centrifugally Cast (Spun) K - 9 Class Ductile Iron Socket & Spigot Pressure Pipes in standard length with internal cement mortar lining and external bituminous coating conforming to IS 8329:2000 and its subsequent amendments & ISI Marked SB/EPDM Rubber Gasket (IS:5382) for Push-on type Flexible Joints of DI Pipes,including inspection, transportation, handling, loading, unloading, stacking, etc. all complete as per specification and direction of Engineer-in-charge.
-
-
-
Carrage and Laying Cost
-
-
-
150mm dia DI (K7)
4439
237486
53.5
200mm dia DI (K7)
368
28004
76.1
450mm dia DI (K9)
4817
1240377
257.5
Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work)
-
-
-
Special
-
-
-
150mm dia DI (K7)
50.6
776714
15350.08
200mm dia DI (K7)
5.54
85039
15350.08
450mm dia DI (K9)
237.96
3883400
16319.55
Special Laying
-
-
-
150mm dia DI (K7)
50.6
12128
239.7
200mm dia DI (K7)
5.54
1327
239.7
450mm dia DI (K9)
237.96
57039
239.7
Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete .
-
-
-
150mm diameter
888
175557
197.7
200mm diameter
74
17501
236.5
450mm diameter
964
383864
398.2
Fixing cast iron DI Resilient Seated Glandless Gate Valve of RATING PN - 1.60(IS 14846/2000) with double flanged ends (with wheel) for water works purpose for the following rating & nominal diameters but (including cost of Sluice Valves) Make-VAG/Talis/AVK/Kirloskar/ AUDCO/IVC
-
-
-
For Installation/Replacement of Sluice Valve in Existing Water Supply Pipe Line & Newly Proposed Pipeline for controlling flow & scouring Purpose.
-
-
-
150mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6)
1
38954
38954.7
200mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6)
1
65452
65452.5
450mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6)
3
851718
283906
Fixing Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specification complete
-
-
-
50mm dia Tamper Proof Kinetic Double Air Valve
10
141573
14157.3
150mm dia Tamper Proof Kinetic Double Air Valve
10
327680
32768
Supplying all materials,labour and T&P and constructing brick masonry chamber as per P.H. specification and design all complete including RCC Cover Slab (per each)
-
-
-
Construction of brick masonry sluice valve Chamber of size (1mx1mx1.5m)
5
104328
20865.6
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge.
7001.68
887672
126.78
Supplying all materials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge.
-
-
-
150mm diameter
256.41
311871
1216.3
200mm diameter
23.13
28133
1216.3
450mm diameter
552.71
672261
1216.3
Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium) confirming to specification of following nominal dia and including transportation of pipes and fitting to site etc all complete as per the direction of E.I.C.
-
-
-
150mm dia M.S.Pipe (4.50mm thick)
300
465150
1550.5
150mm dia M.S. Flange.(12mm thick)
50
67436
1348.72
150mm dia x 45' M.S. Bend
25
89915
3596.6
200mm dia M.S.Pipe (6.30mm thick)
50
138205
2764.1
200mm dia M.S. Flange.(12mm thick)
15
23120
1541.37
200mm dia x 45' M.S. Bend
15
76986
5132.4
450 mm dia M.S.Pipe (6.3mm thick)
300
1752570
5841.9
450 mm dia M.S. Flange.(20mm thick)
50
256905
5138.11
450mm dia M.S offset bend
25
577575
23103
450mm dia x 90 0' M.S. plain Bend
10
235890
23589
450mm dia M.S. mechanical joint.
5
138334
27666.8
Supplying all labour and T&P for Flame cutting and facing of MS plate or pipes upto 8mm thick including supply of all labor, material, tools & plants for following plate thickness all complete as per specification and direction of Engineer-in-Charge.
175.84
176771
1005.3
Supplying all labour and T&P for Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 ( fillet weld) to MS pipes and fittings at site by using welding generator including testing of joints, as per specification complete
175.84
432531
2459.8
Supplying all materials, labour, t&p and making flanged joints to M.S/ D.I/PVC pipes and specials of the following diameter including testing of joints as per specification all complete.
-
-
-
150 mm
50
28155
563.1
200 mm
15
9217
614.5
450 mm
50
106890
2137.8
Construction of RCC Thrust Block of size 1.50 x 1.50 x 1.30m
30
1284224
42807.49
Supplying all materials, labour, T&P and providing cement concrete(1:3:6) with 40cm size crusher broken black hard granite metal including watering, curing, conveyance of all materials to work site, payment of royalty & labour cess etc all complete as per specifications and direction of Engineer-in-charge.(Mending the C.C Road)
-
-
-
150mm diameter
170.94
1013640
5929.8
200mm diameter
15.42
91437
5929.8
450mm diameter
368.48
2185012
5929.8
Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge.
-
-
-
150mm diameter
170.94
1259793
7369.8
200mm diameter
15.42
113642
7369.8
450mm diameter
368.48
2715623
7369.8
Supplying all materials, labour, and T&P for removal/carriage of excavated earth from site to a distance 5 km away etc all complete and as per the specifications and directions of engineer-in-charge.
2797.9
780054
278.8
Cutting asphalt or bituminous road of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of all labour, T & P etc. all complete as per the direction of engineer-in-charge.
221.64
176957
798.4
Cutting concrete road of grannualar course of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of all labour, T & P etc. all complete as per the direction of engineer-in-charge.
330.41
528292
1598.9
Supplying all labour, T&P and earth work excavation in following kinds of soil within initial laed of 50m & initial lift of 1.50m including rough fressing breaking clods and laying in layers not exceeding 0.30m. In depth, levelling the bed, using pans, vessels for slushy soil and including sundries supervision charges &labour cess etc, as per direction of Engineer-in-charge
-
-
-
In all kinds of soil
4240.53
967731
228.21
In D.I Rock
235.58
125981
534.77
Laying of ISI Marked Centrifugally Cast (Spun) K - 9 Class Ductile Iron Socket & Spigot Pressure Pipes in standard length with internal cement mortar lining and external bituminous coating conforming to IS 8329:2000 and its subsequent amendments & ISI Marked SB/EPDM Rubber Gasket (IS:5382) for Push-on type Flexible Joints of DI Pipes,including inspection, transportation, handling, loading, unloading, stacking, etc. all complete as per specification and direction of Engineer-in-charge.
-
-
-
Carrage and Laying Cost
-
-
-
200mm dia DI (K7)
483
36756
76.1
250mm dia DI (K9)
746
81239
108.9
300mm dia DI (K9)
3339
457776
137.1
450mm dia DI (K9)
684
176130
257.5
Supplying all materials, labour and T&P for providing, laying, fixing & testing of D.I/C.I Specials, Bends, etc. in trenches confirming to IS: 1538 all complete as per specification and direction of Engineer-in-charge including supplying of all labour, material, T&P required to perform to work. (excluding earth work)
-
-
-
Special
-
-
-
200mm dia DI (K7)
7.27
111595
15350.08
250mm dia DI (K9)
16.34
250820
15350.08
300mm dia DI (K9)
92.66
1422338
15350.08
450mm dia DI (K9)
33.79
551437
16319.55
Special Laying
-
-
-
200mm dia DI (K7)
7.27
1742
239.7
250mm dia DI (K9)
16.34
3916
239.7
300mm dia DI (K9)
92.66
22210
239.7
450mm dia DI (K9)
33.79
8099
239.7
Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete .
-
-
-
200mm diameter
97
22940
236.5
250mm diameter
150
35475
236.5
300mm diameter
668
167000
250
450mm diameter
137
54553
398.2
Fixing cast iron DI Resilient Seated Glandless Gate Valve of RATING PN - 1.60(IS 14846/2000) with double flanged ends (with wheel) for water works purpose for the following rating & nominal diameters but (including cost of Sluice Valves) ake-VAG/Talis/AVK/Kirloskar/ AUDCO/IVC
-
-
-
For Installation/Replacement of Sluice Valve in Existing Water Supply Pipe Line & Newly Proposed Pipeline for controlling flow & scouring Purpose.
-
-
-
200mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6)
1
65452
65452.5
250mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6)
1
89713
89713.9
300mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6)
2
245408
122704.1
450mm Dia Sluice With Hand Wheel & Without bypass arrangements.(P.N 1.6)
1
283906
283906
Fixing Tamper Proof Kinetic Air Valve conforming to IS 14845 : 2000 for water works purposes for the following diameters including drilling the water main (Cast iron pipes with metal straps) as per specification complete
-
-
-
50mm dia Tamper Proof Kinetic Double Air Valve
1
14157
14157.3
80mm dia Tamper Proof Kinetic Double Air Valve
8
127543
15942.9
150mm dia Tamper Proof Kinetic Double Air Valve
1
32768
32768
Supplying all materials,labour and T&P and constructing brick masonry chamber as per P.H. specification and design all complete including RCC Cover Slab (per each)
-
-
-
Construction of brick masonry sluice valve Chamber of size (1mx1mx1.5m)
5
104328
20865.6
Supplying all labour and T&P for providing and laying MS pipe and specials confirming to IS 3589/99 of quality grade FE 410/ GI Pipe (Medium ) confirming to specification of following nominal dia and including transportation of pipes and fitting to site etc all complete as per the direction of E.I.C.
-
-
-
200mm dia M.S.Pipe (6.30mm thick)
30
82923
2764.1
200mm dia M.S. Flange.(12mm thick)
6
9248
1541.37
200mm dia x 45' M.S. Bend
6
30794
5132.4
250mm dia M.S.Pipe (6.30mm thick)
50
171635
3432.7
250mm dia M.S. Flange.(12mm thick)
12
24662
2055.22
250mm dia x 45' M.S. Bend
12
68592
5716
323.9mm dia M.S.Pipe (7.1 mm thick)
300
1381410
4604.7
300mm dia M.S. Flange.(16mm thick)
50
141299
2825.98
300mm dia M.S. offset bend plain
25
431200
17248
450 mm dia M.S.Pipe (6.3mm thick)
50
292095
5841.9
450 mm dia M.S. Flange.(20mm thick)
12
61657
5138.11
450mm dia M.S offset bend
12
277236
23103
450mm dia x 90 0' M.S. plain Bend
8
188712
23589
450mm dia M.S. mechanical joint.
4
110667
27666.8
Supplying all labour and T&P for Flame cutting and facing of MS plate or pipes upto 8mm thick including supply of all labor, material, tools & plants for following plate thickness all complete as per specification and direction of Engineer-in-Charge.
188.4
189398
1005.3
Supplying all labour and T&P for Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 ( fillet weld) to MS pipes and fittings at site by using welding generator including testing of joints, as per specification complete
188.4
463426
2459.8
Supplying all materials, labour, t&p and making flanged joints to M.S/ D.I/PVC pipes and specials of the following diameter including testing of joints as per specification all complete.
-
-
-
200 mm
15
9217
614.5
250 mm
20
18052
902.6
300 mm
50
47715
954.3
450 mm
20
42756
2137.8
Construction of RCC Thrust Block of size 1.50 x 1.50 x 1.30m
20
856149
42807.49
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge.
3815.9
483779
126.78
Supplying all materials, labour, T&P and filling in pipe line trenches with sand well watered and rammered including conveyance of all materials to work site, payment of royalty, contractor profit & labour cess etc all complete as per specifiation and direction of Engineer-in-charge.
-
-
-
200mm diameter
30.43
37012
1216.3
250mm diameter
50.91
61921
1216.3
300mm diameter
245.49
298589
1216.3
450mm diameter
87.21
106073
1216.3
Supplying all materials, labour, T&P and providing cement concrete(1:3:6) with 40cm size crusher broken black hard granite metal including watering, curing, conveyance of all materials to work site, payment of royalty & labour cess etc all complete as per specifications and direction of Engineer-in-charge.(Mending the C.C Road)
-
-
-
200mm diameter
20.29
120315
5929.8
250mm diameter
33.94
201257
5929.8
300mm diameter
163.66
970471
5929.8
450mm diameter
58.14
344758
5929.8
Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge.
-
-
-
200mm diameter
20.29
149533
7369.8
250mm diameter
33.94
250131
7369.8
300mm diameter
163.66
1206141
7369.8
450mm diameter
58.14
428480
7369.8
Supplying all materials, labour, and T&P for removal/carriage of excavated earth from site to a distance 5 km away etc all complete and as per the specifications and directions of engineer-in-charge.
1447.84
403657
278.8
Proposed ESR - 3 Nos @ 600 KL Each Incluiding Pilot Altitude valves
-
-
-
Design, Supply, Construction, Testing & Commisioning of Mass Balancing Reservoir (MBR)/Elevated Service Reservoirs (ESR's) at Dhenkanal Town all complete as per the direction of Engineer-in-charge.
-
-
-
Proposed ESR-1 -600KL Staging - 25m- (Zone-1A)
1
18768000
18768000
Proposed ESR-2 -600KL Staging - 25m- (Zone-1B)
1
18768000
18768000
Proposed ESR-3 -600KL Staging - 25m- (Zone-1C)
1
18768000
18768000
Supply, installation, testing & commissioning of DI Pilot Altitude flow Control valve of DOUBLE CHAMBER (Globe Type) with orfice plate for propose to close valve at maxium water level of ESR & open the refill the ESR AT LOWER ALTITUDE Control valve should be worked at minimum pressuer 1kg/cm². An altitude control valve control at level of a tank .The altitude valve will remain open while the tank is not full and it will close when the ntanks reaches its maximum level. The opening & closing the valve will work without extranal power soures (electric,pneumatic or man power ). It will work automatically. The body, Spool & Cover will be DI ASTM A- 536 standard, Spring, steam, Jam nut, Cover bolt, & cover waser shouuld be SS, DI/SS Diaphragm plate Nytrill/Nylon diaphragm, Brozen cover bushing, Seat plate & ring . The Approved make : (VAG/SINGER/ BURMAD-700/DORT-S300/ AVK ) with 2 Nos solenoid including cost of all materials with all taxes transportion to site /Storage with insurance.
-
-
-
200 mm dia
1
336828
336828
250 mm dia
1
441380
441380
300 mm dia
1
595934
595934
Distribution Net work Improvement (Installation of Isolation Valve, Interconnection work & SV Chamber) Zone 1A , Zone-1B and Zone -1C
-
-
-
Cutting asphalt or bituminous/Concrete road and Concrete road of flexible pavments and disposal of dismantalled materials up a lead of 1000 mtr stacking servicable and unservicable materials separately including cost of all labour, T & P etc. all complete as per the direction of Engineer-in-charge.
-
-
-
Considering 20% as bituminous road
304.62
243208
798.4
Considering 40% as concrete road ,
30% Pever Block Road
1218.5
1948259
1598.9
Supplying all labour, T&P and earth work excavation in following kinds of soil within initial laed of 50m & initial lift of 1.50m including rough fressing breaking clods and laying in layers not exceeding 0.30m. In depth, levelling the bed, using pans, vessels for slushy soil and including sundries supervision charges &labour cess etc, as per direction of Engineer-in-charge
-
-
-
In all kinds of soil
5613.35
1281022
228.21
In D.I Rock
311.85
166768
534.77
Supply of ISI Marked Centrifugally Cast (Spun) K - 9 Class Ductile Iron Socket & Spigot Pressure Pipes in standard length with internal cement mortar lining and external bituminous coating conforming to IS 8329:2000 and its subsequent amendments & ISI Marked SB/EPDM Rubber Gasket (IS:5382) for Push-on type Flexible Joints of DI Pipes,including inspection, transportation, handling, loading, unloading, stacking, etc. all complete as per specification and direction of Engineer-in-charge. (Cost of rubber gaskets shall be inclusive in the cost of pipes of different diameters.)
-
-
-
Laying Cost
-
-
-
100mm dia DI (K7)
3668
127279
34.7
150mm dia DI (K7)
1946
104111
53.5
200mm dia DI (K7)
3062
233018
76.1
250mm dia DI (K7)
491
50425
102.7
300mm dia DI (K7)
1474
187787
127.4
Supplying of the following sizes of Ductile Iron fittings & Specials confirming to IS Specification including cost of contractor profit & labour cess etc all complete as per direction of Engineer-in-charge.
-
-
-
For 100mm to 300mm dia
-
-
-
Special Cost
141.83
2177101
15350.08
Laying Cost
141.83
33996
239.7
Construction of Thrust Block of RCC M-20 with surface reinforcement.( 1.00 x 1.00 x 1.00m)(for 100mm to 400mm size pipe)
55
891312
16205.68
Providing push-on-joints conforming to IS:3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality including testing of joints as per specification complete .
-
-
-
100mm diameter
734
103714
141.3
150mm diameter
390
77103
197.7
200mm diameter
613
144974
236.5
250mm diameter
99
23413
236.5
300mm diameter
295
73750
250
Fixing cast iron DI Resilient Seated Glandless Gate Valve of RATING PN - 1.60(IS 14846/2000) with double flanged ends (with wheel) for water works purpose for the following rating & nominal diameters but (including cost of Sluice Valves) Make-VAG/Talis/AVK
-
-
-
100mm dia
8
207036
25879.5
150mm dia
4
155818
38954.7
200mm dia
7
458167
65452.5
250mm dia
1
89713
89713.9
300mm dia
3
368112
122704.1
Supplying all materials Labour & T&P for Fixing of Tamper proof Air Valve for water works purposes conforming to IS specification for the following nominal diameters as per specification complete including cost of Air valve. (VAG /Talis Make)
-
-
-
50mm dia Tamper Proof Kinetic Double Air Valve
15
212359
14157.3
80mm dia Tamper Proof Kinetic Double Air Valve
12
191314
15942.9
100mm dia Tamper proof Duojet Air Valve
14
276238
19731.3
150mm dia Tamper Proof Kinetic Double Air Valve
15
491520
32768
Supplying all materials,labour and T&P and constructing brick masonry chamber as per P.H. specification and design all complete including RCC Cover Slab (per each)
-
-
-
Construction of brick masonry sluice valve Chamber of size (1.0x1.0x1.5mtr)
23
479908
20865.6
Filling in foundation and plinth with excavated materials including watering and ramming as directed by the Engineer-in-charge.
-
-
-
Backfilling in Pipe trenches-
(Total Excavation Qty - Pipe volume)
5340.2
677030
126.78
Making cross connection to existing distribution main of any type including excavation, breaking and removing exiting pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-in-charge for following diameters of existing pipeline, irrespective of diameter of branch line (the number of joints involved will be paid separately depending upon the nature of joints and required pipes, valves and specials will be supplied free of cost at stores).
-
-
-
100mm
37
90391
2443
150mm
20
60460
3023
200 mm
31
98921
3191
250 mm
5
19175
3835
300 mm
15
67320
4488
Supplying & laying of diffrent size ERW M.S. Black Steel pipe conforming to IS specification:3589 for crossing drains,culverts and canals as per site requirement with fixing MS flanges of 12mm thick at both end including drilling holes for nut & bolt, grinding,polishing and fixing of M.S.flanges with pipe required gas cutting ,arc welding inside one layer & out side three layer,grinding ,polishing and providing flanged joints to M.S. Pipe & Specials including cost of MS pipe, rubber insertion ,Nut & Bolt, flange & labour cess including testing of joints etc all complete and direction of the Engineer-in-Charge.
-
-
-
110mm O.D.M.S.ERW pipe 4.05mm thick)
200
163540
817.7
100mm dia M.S. Flange.(10mm thick)
40
41107
1027.68
100mm dia Plain Bend-90'
20
99640
4982
150mm dia M.S.Pipe (4.50mm thick)
150
232575
1550.5
150mm dia M.S. Flange.(10mm thick)
30
40461
1348.72
150mm dia Plain Bend-90'
15
109905
7327
200mm dia M.S.Pipe (6.30mm thick)
250
691025
2764.1
200mm dia M.S. Flange.(12mm thick)
25
38534
1541.37
200mm dia Plain Bend-90'
25
253525
10141
250mm dia M.S.Pipe (6.30mm thick)
50
171635
3432.7
250mm dia M.S. Flange.(12mm thick)
12
24662
2055.22
250mm dia x 90' M.S. Bend
12
150540
12545
323.9mm dia M.S.Pipe (7.1 mm thick)
200
920940
4604.7
300mm dia M.S. Flange.(16mm thick)
25
70649
2825.98
300mm dia plain bend
25
383100
15324
Supplying all labour and T&P for Flame cutting and facing of MS plate or pipes upto 8mm thick including supply of all labor, material, tools & plants for following plate thickness all complete as per specification and direction of Engineer-in-Charge.
158.57
159410
1005.3
Supplying all labour and T&P for Providing joints by welding with two welding beads/pass, conforming to IS:816-1998 ( fillet weld) to MS pipes and fittings at site by using welding generator including testing of joints, as per specification complete
158.57
390050
2459.8
Supplying all materials, labour, t&p and making flanged joints to M.S/ D.I/PVC pipes and specials of the following diameter including testing of joints as per specification all complete.
-
-
-
100 mm
35
12901
368.6
150 mm
25
14077
563.1
200 mm
20
12290
614.5
250 mm
15
13542
902.8
300 mm
20
19086
954.3
Filling in foundatin and plinth with sand watered and rammed including cost of sand & labour.
913.9
1111576
1216.3
Cement concrete (1:3:6) with 4cm. Size crusher broken hard Granite metal including cost of all labour, materials with all taxes, lead,T & P etc all complete .
609.25
3612730
5929.8
Supplying all materials, labour, T&P and providing cement concrete(1:2:4) with 12mm size crusher broken hard granite chips including all cost of conveyance, royalty, sundries, watering for curing, supervision charge, contractor profit & labour cess etc. all complete as p[er the direction of Engineer-in-charge.
609.25
4490050
7369.8
Supplying all materials, labour, and T&P for removal/carriage of excavated earth from site to a distance 5 km away etc all complete and as per the specifications and directions of engineer-in-charge.
2419.98
674690
278.8
House Service Connections
-
-
-
Supplying all materials, Labour & T&P for providing New House connections to beneficiaries from PHE Deptt./ WATCO CI/ DI pipe line to the property of beneficiaries/ Repair of House connection with extension of service etc. including earth work excavation, cutting of concrete / Metal/ BT road, refilling the trenches & making good to the damaged road with CC (1:2:4) after completition of the work, lifting of excess excavated materials/ debrises from work site & disposing within 5 KM radious by mechanical transport, fixing 1/8" dia brass/ GM ferrule with following dia. composite Strap Saddle in the CI/DI pipe line, cutting holes in brick/ stone/ RCC masonary work, repair the broken holes, cost of uPVC Schedule - 80 pipe (25 mm / 20 mm dia up to 7.0mtr /10 mtr respectively ) & fittings, 1 No of PVC Tap of approved make etc. complete as per technical & PH specification and direction of Engineer - in- Charge.
-
-
-
With 100mm dia distribution main with saddle Cost
375
1337696
3567.19
With 100mm dia distribution main without saddle Cost
375
1112696
2967.19
With 150mm dia distribution main with Saddle Cost
375
1435496
3827.99
With 150mm dia distribution main without Saddle Cost
375
1191746
3177.99
Supplying all materials Labour & T & P for fitting & fixing of 20mm dia MDPE pipe (10kgf/cm2) with compression fittings for connection with ferrule & uPVC service pipe of different diameter to make the connection leak proof including cost of required length of 20mm dia MDPE pipe up to 1.0 mtr ,both side elbow/Female threaded elbow/Male threaded elbow/Both side adopter/Male threaded adoptor/ Female threaded adoptor etc.complete as per site condition & ditrection of Engineer in charge.
1500
288600
192.4
Construction of RCC Framed Boundary Wall
-
-
-
Supplying all materials, labour and T&P for construction of RCC framed boundary wall including excavation of foundation, sand filling in foundation, C.C (1:3:6), RCC Column & Beam (1:1½ :3), Brick work with Fly Ash Bricks 25cm x 12cm x 8cm in cement mortar(1:6) in super structure, 12mm thick cement plaster in cement mortar (1:6) for brick masonry work at outside Surface, 16mm thick cement plaster in cement mortar (1:6) for brick or stone masonry work at inside Surface, two coat of Weather Coats over one coat of wall primer etc. all complete as per approved drawing, scope ofwork, specifications and direction of Engineer-in-charge. (Intake well- 390 Mtr, WTP Site- 410 Mtr & proposed ESR site - 100)
300
2163165
7210.55
Supplying all materials, labour and T&P for fitting & fixing of 2 Leaf SS Gate (Size 6.0 M x 1.80 M Ht.) & 1 Leaf SS Gate (Size 1.3 M x 1.80 M Ht.) including construction of RCC pillars (Size 0.50 M x 0.50 M x 1.80 M Ht. above G.L) etc. = 1 Set, all complete as per the direction of Engineer-in-charge.
3
253779
84593
OPERATION & MAINTENANCE FOR 5 YEARS
Operation & maintenance of P.H. Installation for 5 yrs as per scope of work & technical specificaion as per direction of EIC. (Excluding cost of chemical and energy charges)
1
9773846
9773846.31
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