Public Health Engineering Department Tender
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Costs
EMD
₹ 36,49,000Document Cost
₹ 20,000Tender Fee
₹ 1,000
Description
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Contact
Tender Id
2021_PHCJA_236355_1Bid Award Id
ViewTender No
38/2021-22Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
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Documents
BOQ Items
For HDPE pipe line dia up to 110 mm
58799
-
82
For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
9002
-
128
For dia of pipe above 150 mm and up to 350 mm nominal.
2986
-
180
In Hard Rock ( required blasting)
-
-
-
For dia of pipe up to 150 mm nominal.
3240
-
387
For dia of pipe above 150 mm and up to 350 mm nominal.
315
-
545
In Hard Rock ( Blasting prohibited)
-
-
-
For dia of pipe up to 150 mm nominal.
17144
-
537
Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for Each layer of 100 mm thick road cut i.e. 20% for 200 mm thick and so on.
-
-
-
In All Type of Soil Deduction for demolishing CC Road@ 20%
-
-
-
For HDPE pipe line dia up to 110 mm
40531
-
-16.4
For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
3700
-
-25.6
For dia of pipe above 150 mm and up to 350 mm nominal.
1047
-
-36
In All Type of Soil Deduction for demolishing BT Road@ 10%
-
-
-
For HDPE pipe line dia up to 110 mm
2940
-
-8.2
For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
450
-
-12.8
For dia of pipe above 150 mm and up to 350 mm nominal.
150
-
-18
In All Type of Soil Deduction for granular demolishing @ 15%
-
-
-
For HDPE pipe line dia up to 110 mm
2940
-
-12.3
For dia of pipe up to 150 mm nominal, for HDPE pipe dia above 110 & up to 140 mm.
450
-
-19.2
For dia of pipe above 150 mm and up to 350 mm nominal.
150
-
-27
In Hard Rock (required blasting) demolishing CC Road@ 20%
-
-
-
For dia of pipe up to 150 mm nominal.
648
-
-77.4
For dia of pipe above 150 mm and up to 350 mm nominal.
63
-
-109
In Hard Rock ( required blasting) demolishing BT Road@ 10%
-
-
-
For dia of pipe up to 150 mm nominal.
162
-
-38.7
For dia of pipe above 150 mm and up to 350 mm nominal.
16
-
-54.5
In Hard Rock ( required blasting) demolishing Granular Road@ 15%
-
-
-
For dia of pipe up to 150 mm nominal.
162
-
-58.05
For dia of pipe above 150 mm and up to 350 mm nominal.
16
-
-81.75
For dia of pipe up to 150 mm nominal.
12858
-
-107
In Hard Rock ( Blasting prohibited) demolishing BT Road@ 10%
-
-
-
For dia of pipe up to 150 mm nominal.
857
-
-54
In Hard Rock ( Blasting prohibited) demolishing Granular Road@ 15%
-
-
-
For dia of pipe up to 150 mm nominal.
857
-
-81
Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 Meters. Measurement for dismantled trench to be made as per standard trench width specified in tender doCument and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work.
8644.51
-
802
Dismantling of flexible pavement for pipe line and chambers by mechanical means using pneumatic tools, breaking to pieces not exceeding 0.02 Cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 Meters. Measurement for dismantled trench to be made as per standard trench width specified in tender doCument and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks per technical specification and scope of work.
-
-
-
Bituminous courses
274.46
-
356
Granular courses
411.7
-
247
B. Rising Main and Transmission main Pipeline
-
-
-
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS:8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 including all taxes (Central and local), transportation and freight charges, inspection charges, loading/ unloading charges, including cost of labour and material, specials (Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge. (excluding earth work) Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately.
-
-
-
80 mm
15964
-
1084
100 mm
9530
-
1145
150 mm
2450
-
1644
200 mm
1050
-
1986
Supply, Laying; jointing; sectional testing; and commissioning of MS pipeline including the earthwork, bedding, sand bedding, construction of anchors; thrust blocks; cross walls; traverse block; pipe support structures; road crossing works; river crossing works; providing pitching & NP 3 pipes for scour valves; construction of ancillary structures; providing & installation of specials; clearing the site; disinfection etc. complete in all respect as per the specification
-
-
-
100 mm dia 4.7 mm thick
150
-
1099
150 mm dia 5 mm thick
80
-
1719
200 mm dia 5 mm thick
45
-
2274
Distribution network Pipeline
-
-
-
Providing, lowering, laying and jointing in trenches, standard lengths HDPE ISI marked Pipes as per IS-4984: 1995 (amended upto date) with necessary jointing material like mechanical connectors, i.e. thread/ insert joint/ quick release coupler joint/ compression fitting joint or flanged joint and specials jointing pipe by butt fusion/ electro fusion welding method, including all taxes , transportation and freight charges, inspection charges, loading/ unloading charges, stacking of pipes, including cost of labour and material, specials (Tee, bend etc.), satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer-in-charge of following class and diaMtr. (excluding earth work). Note : Providing and fixing of all requisite specials as per drawing, design and layout are inclusive in RM measurement of the item and shall not be paid separately. Supply of pipe shall be in straight length in 6/12 M.
-
-
-
HDPE PE-80 PN-6
-
-
-
75 mm
19813
-
162
90 mm dia
28883
-
236
110 mm dia
4258
-
360
125 mm dia
3252
-
493
140 mm dia
4035
-
615
160 mm dia
2219
-
772
225 mm dia
32
-
1457
Valves & Chambers
-
-
-
Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
Manually Operated Resilient Seated Sluice Valves of Class PN 1.0/1.6 Junction Valves
-
-
-
80 mm dia
5
-
7143
100 mm dia
62
-
9011
125 mm dia
6
-
12884
150 mm dia
15
-
14788
200 mm dia
9
-
22846
Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.0
-
-
-
100 mm dia
13
-
95521
"Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (Non-Toxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside .Fasteners - CS/ Galvanised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem. Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
Note: Rates are exclusive of connecting tee, pipe piece and earth work."
(Class PN 1.6)
-
-
-
50 mm
18
-
11363
"Providing, lowering, aligning, fixing in position and jointing CI dismantling joint (Suitable for Sluice valves etc.) as per IS specifications complete of the following sizes including all jointing material, cost of all labour, testing and commissioning and as per technical specifications and direction of Engineer In-Charge. Class PN 1.0/1.6"
-
-
-
80 mm dia
5
-
2393
100 mm dia
65
-
2688
125 mm dia
6
-
3566
150 mm dia
14
-
4219
200 mm dia
10
-
6354
600 mm dia
2
-
35917
Providing and fixing of flanged/ plain ended MS Specials made from MS sheet strips of relevant IS specification of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depths in trenches complete including all taxes, material, labour, inside lining, outside coating, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge.
-
-
-
MS pipe specials upto 600mm dia (with minimum 5mm thickness sheet) for chambers
3750
-
103
AIR VALVE PILLAR - Construction of RCC Air valve pillar including required earth work circular pillar of suitable size as per GAD including providing fixing of GI pipe with flang and required fitting for air valve complete as per specification and scope of work. ( Item based onPWD BSR Bundi 2019)
-
-
-
Air valve piller 50 mm
18
-
11446
VALVE CHAMBER- Construction of RCC Valve Chamber suitable size including required earth work as per attached estimate
67
-
45212
Providing and laying in position cement concrete including curing, compaction etc. complete in specified grade excluding the cost of centering and shuttering - All work up to plinth level.
M10 grade Nominal Mix 1: 3: 6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size).
4666
-
2943
Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender doCument and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work.
-
-
-
M20 grade Nominal Mix 1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm nominal size).
4666
-
5138
Structural steel work riveted, bolted or welded in built up sections, trusses and framed work, including cutting, hoisting (height upto 10 m) , fixing in position and applying a priming coat of approved steel primer all complete:
2000
-
73
Construction of RCC Valve Chamber of following size including required earth work, RCC vertical walls of suitable size as per GAD including providing fixing of Reinforced Ferro cement Drain cover designed for class "AA" loading complete as per specification and scope of work. ( Item based on PWD BSR Bundi 2019,
9
-
38527
SITC of D/F Full bore type Electromagnetic Flow Meter of approved make of following dia and specifications complete: Media : Water (Raw/ Chlorinated) , Pressure : up to 1.5MPa, Process temp: - 50 deg C, Flow/Mtr Tube : SS 304, Electrode : SS AISI 316L / Hastelloy C276/ Tantalum, Lining Material : Hard Rubber/ Neoprene / Poly-urethane (PU) , Flange : SS / CS, Flange Standard & Rating : ANSI 150, Coil housing : SS AISI 304/ Carbon Steel/ Die Cast Aluminium, with anticorrosive paint & provide completely sealed (leak proof) construction as per requirement of IEC 60529, Accuracy : ± 0.5 % M.V.- velocity 0.3 to 10 m/s, Transmitter/ signal convertor Enclosure : Die Cast Aluminium, Power Supply : 80-240 V AC - 50Hz, Output 1 : 4-20 mA, Output 2: Pulse, Communication Output : RS 485/ Heart, Display Type : LCD/ LED Display, Cable Entry : M20 X 1.5, Provision of RAM/PROM to store calibration and configuration paraMtr and totalizer value during power failure, Protection category- IP 68 for sensor (flow tube) and IP 67 for transmitter/ convertor, including Surge Arrester, if required, and all materials required for making connection with existing pipeline including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge.
Note: Rates are exclusive of tail piece / dismantling joints and earth work
-
-
-
EFM 50 mm
10
-
72391
EFM 80 mm
9
-
77920
EFM100 mm
16
-
87889
EFM 150 mm
1
-
107792
EFM 200 mm
1
-
134178
EFM 600 mm
2
-
507471
OHSR and CWR
-
-
-
Construction of RCC INTZE type Over Head Service Reservoir of following capacity and staging consisting of excavation in all types of strata, RCC work, cement plaster with water proofing compound to the inner face of the container including refilling disposing off the surplus stuff, plinth protection, all labour and material charges including providing and fixing of accessories such as ladder, manhole frame and covers, water level indicator (float type), ventilator with SS screen, lightening arrestor, float valve, puddle collar, G.I. pipe railing around walk way and top dome, providing RCC staircase from 4.5 Mtr height of ground level to top level, chambers for all valves, providing and applying three coats of cement paint to the external surfaces of container, food grade epoxy paint to internal surface and giving satisfactory hydraulic test and water tightness test as per IS, code, etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job includes painting the name of the scheme and other details on the reservoir, providing alluminium portable ladder suitable to rEach at height of 4.5 Mtr and any other work related to structure as per the directions of Engineer-in-Charge, Technical Specification and Scope of WorkRates for RCC OHSR, SBC 10 T/sqm, seismic zone II .
-
-
-
100 KL capacity Staging 18 Mtr
1
-
2084000
100 KL capacity Staging 20 Mtr
1
-
2188200
150 KL capacity Staging 20 Mtr
4
-
2847600
100 KL capacity Staging 22 Mtr
1
-
2229880
"Construction of RCC Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab and food grade epoxy paint to inner face of the container and slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints on all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work.
Notes:
The rate indicated below are excluding the cost of pipes, specials and valve required for inlet, outlet, washout, overflow piping arrangement, but inclusive of DI puddle collar for inlet, outlet, overflow and washout pipe of appropriate sizes to be embedded in concrete.
Below mentioned rates are for raft foundations with soil bearing capacity (SBC) of 10 MT/sqm and applicable for SBC more than or equal to 10MT/sqm and less than 18MT/sqm. These rates shall be increased or decreased for variation in SBC.
-
-
-
Rates for RCC Circular Flat Slab CWR, SBC 10T/sqm, seismic zone II
-
-
-
up to100 KL capacity
100000
-
6.41
Construction of Washout chamber at CWR
1
-
38527
Construction of Flow Meter chamber
1
-
38527
Providing and fixing double flanged ISI marked DI class K- 9 pipes as per IS:8329-2000 (amended upto date), as cortical pipes for RCC reservoirs including specials required such as duckfoot bend, bend tee Etc. Providing clamps at every 3 Mtr, jointing metrials such as nuts, bolt,rubber packing, hydraulic testing etc. Complete in all respect upto and form valve chamber as per direction of EIC, technical specification and scope of work.
-
-
-
100 mm
1046
-
1782
150 mm
30
-
2583
200 mm
15
-
3349
FLOW Meter HUT Construction of Room for flow Meter ( flow Meter hut), work including require earth work, PCC 1:4:8 in foundation and under floor, stone masonary in 1:6 cement sand mortar for foundation up to plinth level ( 0.3 Mtr. above from Average GL), 23 cm th. Brick masonary for super structure in 1:6 cement sand mortar RCC roof of 125 mm th. in M-25 grade cement concrete, CC flooring, MS sheet door, sanctional window shuter, wire gauge for window, 20 mm thick cement plaster out side and in side, water proofing cement paint and synthetic enamel paint on door and window complete as per specification, scope of work and general arrangment Drawing. ( Item Based on PWD BSR Bundi - Building 2019)
7
-
81736
Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect.
250
-
4719
Providing and fixing steel, gate, grating and grills made of angles, tees, square bars, flats or black pipe with hold fast and fitting complete as per design and drawing including cutting welding and fabrication with priming coat of red oxide and two coat of enamal paints.
600
-
87
Providing, lowering, laying, aligning, fixing in position at all level/ depths CI Class - B specials as per IS : 1538, amended up to date in trenches complete including all material, labour, testing and commissioning along with pipe line/ appurtenence as per Technical Specifications and as per direction of Engineer. Note : E/w to be measured and paid separately. Plain ended CI specials including tail piece, spigot end and socket end.
-
-
-
Up to 300 mm dia
350
-
86
VTC - Construction of village lavel transfer chamber and Mtr room, work including require earth work PCC 1:4:8 under floor & for foundation, walls of chmber constrected by RCC M-20, with Fiber reinforced Ferro cement drain cover (light duty). Construction of brick masonary Mtr room above GL, 23 cm thick Brick masonary walls over stone masonary foundation coverd by RCC roof, CC flooring, MS sheet door with lackin arrangments
1
-
64104
Removing & Re-fixing of Precast concrete interlocking blocks by manual, stacking of severciable & un serviceable material separately. disposal of dismantled material lead up to 50 Mtr. The C.C. interlocking paving blocks be laid on average 25 mm thick bed of coarse sand and the joints to be filled with fine sand. Laying procedure on compacted sub base as defined. Complete job is to be executed as per the directions of Engineer in charge. The rates to be inclusive of fixing of minimum 70 percent reusable precast concrete interlocking block and cost of required new precast concrete interlocking block, all lead and lift as per general specifications. (Interlocking block manufactured by fully computerized automatic stationery hydraulic vibro pressed machine & full computerized automatic batching plant of class A-1 as per BS:6717-2001. Tensile splitting strength and breaking load as per BS: 6717-2001 Colour: Grey cement natural colour. Variation in Dimension : Less than 1.6 mm Variation in thickness: Less than 3.2 mm)
-
-
-
60 mm thick.
2668
-
237
Construction of Pump house of required size suitable for installation of maximum 4 no. monoblock pump sets as per approved GA drawing, scope of work and technical specification complete work in all respect. (Master Control Room For Scada)
120
-
16225
Solar System
-
-
-
"Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop as well as Utility Scale Solar Power Projects with 25 years of Linear Generation warranty. Work includes designing of solar panel area and MS frame and foundation on ground/roof of Pump house or CWR, showing arrangement of panel in available space, installation of PV module on MS frame as per approved design and drawings. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. Grid Tie Transformer less inverters, Multiple independent MPPTs, Peak efficiency of 98%. Connect up to multiple strings PV arrays, Easy & fast connection, Built-in string-level monitoring, IP65 protection level, Wi-Fi / internet based remote monitoring with 5years warranty. All cabling up to panel and metre, earthing etc. required accessories and taxes are inclusive. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge.
Note: There shall be 5 year service warranty for panel, inverter, meter, cable etc. and suitable provision shall be included in tender document.
-
-
-
Pump House (TELARA & MANGLI PH ) 2 x 10 kw
20000
-
54
Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels for running of motor pumps with 25 years of Linear Generation warranty, Work includes designing of solar panel area and MS fabricated structure 120 micron hot dip galvanized iron , showing arrangement of panel in available space and installation of PV module on frame structure such that minimum height of lower edge of panel shall be 4.0 Mtr from ground level to safeguard against damage and theft as per indicative drawing enclosed with the bid doCument. The foundation of structure shall be in RCC. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. The work shall be executed as per detailed technical specifications, approved drawing and direction of Engineer in Charge. Note: There shall be 5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document.
-
-
-
For VTC + OFF TAKE (22*0.32KW=10 KW)
7040
-
48
For ESR ( 13*1KW=13KW)
13000
-
48
SCADA System
-
-
-
SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, Normal Powered 24VDC, Type of Transmitter: Two Wire ( 4-20 mA), Cable Entry:1/2" NPT (F), Sensor Material: PP, slip-on Flange: 2 ½” Flange, Material of Construction for Slip-on flange: PP, output 4~20mA, HART compatible, accuracy +/_ 0.2 % as per detailed Technical specification, scope of work and direction of Engineer in charge.
Measuring range 0.0 to 6.0 mtr
13
-
62444
Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerin filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminum
4
-
7075
Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx. 1100 mm X 700 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration PC, necessary programming for SCADA software and comprising of all accessories not limited to the following:
DI – 60 num
DO – 60 num
AI – 8 num
AO – 4 num
MCB 10A DP – 1 num
MCB4ADP – 2 num
MCBSP2A – 8 num
MCB 1A DP – 15 num
24 VDC Power Supply 10A – 1 num
Push Buttons – 20 num
Selector Switch – 10 num
Control Relays – 200 num
Annunciator with 24 Windows NO to NC Type
Microprocessor Based, Window Size 75*42mm,
110VAC, with
Electronic Hooter – 1 num
Control Transformer - 1 num
Emergency PB – 1 num
Panel Cooling Fan – 1 num
Panel Light with Door Switch – 1 num
Control Indication Lamp – 20 num
Wiring + TB etc – 1 lot
Hardware – 1 lot
1
-
1252882
SITC of Local Push Button station fabricated with 16 SWG CRCA sheet, painted with polyster Powder coated finish after chemical treatment with Following items and accessories:-
i Shrouded Type push button with 2 NO Contacts element for Start/forward-reverse.
ii Lockable Mushroom head type push button with 2 NC Contact element.
iii 2.5 Sqmm clipon type terminals as required with 20% spares.
iv 1.5 Sqmm PVC insulated flexible copper wire with lugs & ferrules as required.
-
-
-
Local Push button Stations
4
-
2026
Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated suitably laid up together overall polyester taped Al (Mylar tape wrapped) along with ATC Drain wire overall PVC sheathed (ST-1) overall screened Triad armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009. ( 2 Pair 1.5 sqmm)
500
-
176
Providing and laying XLPE/PVC insulated & PVC sheathed armoured control cables of 1.1 KV grade with copper conductor as per IS 1255 including excavation of 30 CmX75 Cm size trench 25 Cm thick under layer of sand and second class bricks covering, backfilling & compaction
-
-
-
3C x 2.5 sq.mm
260
-
176
14 C x 2.5 sq.mm
160
-
547
Supply & makingone end termination with heavy duty single compression brass gland SIBG type, copper lugs duly crimped with crimping tool, PVC tape etc for following size of arrmoud pvc insulated and pvc sheated/ XLPE almunium cunductor cable of 1100 volt grad as required size.
-
-
-
3C x 2.5 sq.mm
26
-
72
Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required. (Mild Steel)
-
-
-
150mm x 50mm x 1.6mm
50
-
283
S & Laying following size earth wire/strip in horizontal or vertical run in ground/surface/recess including riveting, soldering, saddles, making connection etc. as required.
-
-
-
10 SWG G.I. Wire
300
-
8
Supply, Installation, Testing and Commissioning of PLC System/ RTU of Required i/o for suitable to communicate signal for SCADA of pump houses as per requirements & specifications located at OHT's (Including GST @ 18%,,Profit @10% (for RTU and battery))
-
-
-
AT ESR - RTUA
13
-
108800
AT PH - RTUA
2
-
108800
AT VTC - RTUB
20
-
57600
Battery For Solar Panel
33
-
5760
Rain Water Harvesting
-
-
-
Construction of Rain water harvesting with Recharge Structure for Chambal Bundi Water Supply Project
-
-
-
TALERA Pump House
1
-
550507
MANGLI Pump House
1
-
550507
Miscellaneous Works (National Highway Railway Crossing , Canal Crossing)
-
-
-
Survey of all propoerties, preparation of GIS based consumer mapping of consumer water connection and consumer service connectiosn and data base, plotting assets on GIS map etc. (Satelite image will be provide by the department)
7222
-
42.5
Data entry of existing FHTCs in rural area under JJM on website ejalshakti.gov.in;work includes visiting the village for collecting basic data consumers like i.e. Aadhar no./ration card/voter ID/BPL card/PAN card/driving licence/passport/Antyodaya card/mobile no. etc. and entering the details on the above website. The cost also includes computer and operator.
7222
-
30
Provision for National Highway/ State Highway Crossing for Cluster Dsitribution/Village Distribution by trenchless technology including charges to be deposited to concern authorities
3
-
1174343.16
Provision for Canal Crossing by trenchless technology including cost deposited to WRD
2
-
391447.72
Provision for River/Seasonal Nallah Crossing including cost deposited to WRD
2
-
236862
Provision for Railway Crossing by trenchless technology including cost deposited to Railway
2
-
625425.65
Supply of pipe line spare parts
1
-
1035387
FHTCs
-
-
-
"Providing service connection as per technical specification and standard drawing as per relevant IS code (amended up to date) from all kind of water mains up to consumer meter/premises (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil including demolishing of cement concrete,WBM, Black top etc. of all thickness; cutting of CC road/jhiri by using a concrete cutter machine; depositing and refilling of pit & jhiri with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed with in a lead of 50 meter ; providing & fixing of all fitting duly approved in accordance with ISO/DTR 9080 as per specification for potable water including approved make of MS/PVC clamp with saddle piece, gunmetal ferrule 4.0 mm (ISI make) , valve (IS: 778) and specials with MDPE pipe PE 80 PN 12.5 as per ISO 4427 below ground level and P&F GI pipe 15 mm dia class B (ISI mark) above ground level in the premises for fixing tap ( max. length 2.0 mtr), P&F a 15 mm Bib cock with foam flow chrome plated with complete brass body including brass handle having good quality with wt 300 to 325 gm ,including accessories with flushing, cleaning, disinfecting and testing of pipe line complete required for making of service connection complete in all respect including labour charges . In addition to the ferrule, an orifice of 4.0 mm dia should also be provided in the service line at the entry point of the consumer's property in such a way that it should be accessible for inspection to VWSC, PHED and any other authority which would like to inspect as and when required. The service line should be laid at least 45 cm below ground level, except in case of concrete/bituminous roads where minimum depth shall be 20 cm. For detailed specifications of MDPE pipes please refer section ""Technical Specifications"" of bid document. General specifications of MDPE pipes shall be as under:
The raw material shall be virgin PE 80 Blue compound and comply with the requirements of ISO/Directive of testing material : 9080 with minimum required strength of 8 Kg/sq.cm.
The raw material shall be Food grade quality.
Pressure rating shall be 12.5 Bar.
The pipes shall bear ISO marking."
6077
-
2249
O&M Cost for 10 Years 6% of total cost except nternal distribution network and FHTC
-
-
-
For the 1st Year of O&M after DLP
1
-
383962
For the 2nd Year of O&M after DLP
1
-
403160
For the 3rd Year of O&M after DLP
1
-
423318
For the 4th Year of O&M after DLP
1
-
444484
For the 5th Year of O&M after DLP
1
-
466708
For the 6th Year of O&M after DLP
1
-
490043
For the 7th Year of O&M after DLP
1
-
514546
For the 8th Year of O&M after DLP
1
-
540273
For the 9th Year of O&M after DLP
1
-
567286
For the 10th Year of O&M after DLP
1
-
595651
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