Public Health Engineering Department Tender
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Public Health Engineering Department - PHED Tender
Civil And Construction
Water Storage And Supply
Eprocure
Opening Date25 Jul 2024
Closing Date19 Sep 2024
Tender Amount₹ 3,79,81,00,000
Costs
EMD
₹ 7,59,62,000Document Cost
₹ 50,000Tender Fee
₹ 2,500
Summary
Work Of Drinking Wsp For 524 Villages Of Pratapgarh Arnod Peepalkhoont Blocks
Description
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Contact
Tender Id
2024_PHCJ_408338_1Tender No
ACEP NIT No. 05-24-25Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://eproc.rajasthan.gov.in
GEM & Bid Advisory Services
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Documents
BOQ Items
Construction of RCC intake structure supported over RCC piles etc. complete as per direction of Engineer-in-charge
1
50000000
50000000
Construction of MS approach bridge with width of 5 m with concrete pillars with space of 1 m on both on both ends for present and future pipelines, provision of cable trays, centre rail with trolley and lights at suitable spacing to provide 20 LUX. The deck of the bridge shall be M25. . The bridge shall terminate at ground level complete in all respect.
50
22500000
450000
MECHNICAL WORKS
-
-
-
Providing, installation, testing and commissioning of Submerged Centrifugal Pump Sets with motor 4 pole sychronised speed of 1500 RPM ( water immersed, dry air filled, class F insulated TEWC motor integrally mounted on volute casing pump sets for drinking water) 3 phase, +/- 3%, 415 volt +/- 10% along with suitable foundation / installation device and with 10 m cable, material of construction of impellar SS, casing (volute) CI, wearing ring SS, etc. complete in all respect as per specification, scope of work and direction of Engineer-in-charge of following rating as per approved design
-
-
-
Q = 139.8 lps; H = 149 m; 315 KW
8
57980415
7247551.92
Providing, erection, testing and commissioning of MS delivery pipe line conforming to latest IS 3589 for following thickness and inside diameter including cost of labour, and material, specials, field joints, satisfactory hydraulic testing , disinfection, commissioning etc complete as per technical specification s and direction of Engineer-in-charge.
-
-
-
350 mm ID; 5 mm thickness
320
1474880
4609
600 mm ID; 6 mm thickness
125
1180125
9441
Providing, erection, testing and commissioning of delivery Valves etc. as per details for delivery pipe of each pump and for delivery header
-
-
-
Manually Operated Resilient seated Sluice Valve of 350 mm size Class PN 1.6
8
803952
100494
Manually Operated Resilient seated Sluice Valve of 600 mm size Class PN 1.6
2
664228
332114
Motorised Operated resilient seated Butterfly valve of 350 mm size Class PN 1.6
8
1490080
186260
Motorised Operated resilient seated Butterfly valve 600 mm size Class PN 1.6
2
635898
317949
CI Double Acting Kinetic Air Valve 80 mm size Class PN 1.6
2
31464
15732
Dual Plate Check Valve of 350 mm size class PN 1.6
8
573912
71739
SS Expansion bellows of 10/16 rating 600 mm size
2
120794
60397
MS Dismantling Joint of 350 mm size
8
184816
23102
MS Dismantling Joint of 600 mm size
2
112710
56355
Supplying, erecting, testing & commissioning of electrically Operated Travelling Crane (EOT) complete as per specifications
-
-
-
5 MT; Span 9 m and lift 6 m
1
585100
585100
Design, construction, execution, testing and commissioning of Rapid Gravity filterTreatment Plant including all relevant civil, electrical , mechanical ,instrumentation, utomization and SCADA works and Stores along with ancillary civil works as defined in scope of work for the following sizes .
-
-
-
45.04 MLD capacity
45.04
166648000
3700000
Part B : Cost Estimate for Pipeline Works
-
-
-
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
All kinds of soil
-
-
-
100 mm dia pipe
122735.23
21110459
172
150 mm dia pipe
82577.23
14203283
172
200 mm dia pipe
20540.81
3533019
172
250 mm dia pipe
72181.2
12415166
172
350 mm dia pipe
2940.67
505795
172
400 mm dia pipe
9614.98
1653776
172
600 mm dia pipe
16624.84
2859472
172
700 mm dia
18820.15
3237065
172
800 mm dia pipe
30871.14
5309836
172
Add extra for Trenches for every additional lift over item no 2
-
-
-
Above 1.50 mt and upto 3.0 Mtr
-
-
-
600 mm dia pipe
428.99
7292
17
700 mm dia
1710.93
29085
17
800 mm dia pipe
5805.42
98692
17
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including all safety provisionsn required.:
Ordibnary Rock
-
-
-
100 mm dia pipe
61367.62
19760373
322
150 mm dia pipe
41288.62
13294935
322
200 mm dia pipe
10270.41
3307072
322
250 mm dia pipe
36090.6
11621173
322
350 mm dia pipe
1470.34
473449
322
400 mm dia pipe
4807.49
1548011
322
600 mm dia pipe
8312.42
2676599
322
700 mm dia pipe
9410.07
3030042
322
800 mm dia pipe
15435.57
4970253
322
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
Hard Rock requiring Blasting
-
-
-
100 mm dia pipe
10227.94
4858271
475
150 mm dia pipe
6881.44
3268684
475
200 mm dia pipe
1711.73
813071
475
250 mm dia pipe
6015.1
2857172
475
350 mm dia pipe
245.06
116403
475
400 mm dia pipe
801.25
380593
475
600 mm dia pipe
1385.4
658065
475
700 mm dia pipe
1568.35
744966
475
800 mm dia pipe
2572.6
1221985
475
Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches of required width and gradient for laying and jointing of pipe line including excavation for sockets, and dressing of sides, ramming of bottoms, depth up to 1.5 Mtr. including taking out the excavated soil, and then returning the soil as required in layers not exceeding 20cm in depth including consolidating each deposited layer by ramming, watering etc. and disposal of surplus excavated soil as directed within a lead of 50 Mtr. including required all safety provisions etc.:
In Hard Rock blasting prohibited
-
-
-
100 mm dia pipe
10227.94
6893631
674
150 mm dia pipe
6881.44
4638090
674
200 mm dia pipe
1711.73
1153706
674
250 mm dia pipe
6015.1
4054177
674
350 mm dia pipe
245.06
165170
674
400 mm dia pipe
801.25
540042
674
600 mm dia pipe
1960.37
1321289
674
700 mm dia pipe
1568.35
1057067
674
800 mm dia pipe
6649.66
4481870
674
Add extra for Trenches for every additional lift over item no 2
-
-
-
Above 1.50 mt and upto 3.0 Mtr
-
-
-
600 mm dia pipe
285.99
9151
32
700 mm dia pipe
1140.62
36499
32
800 mm dia pipe
3870.28
123848
32
Manufacturing, supplying ,lowering, laying and jointing in position to correct line spirally welded SAW/Fabricated MS Pipe having bevelled end plates / coils, confirming to IS 3589-2001 or its latest revision/ amendments, for following thickness and inside diameter, 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.), field joints, satisfactory hydraulic testing, disinfection, commissioning etc. complete as per technical specifications and direction of Engineer-in-charge; including external 3LPE/DFBE/PU coating and internal DTM PU coating
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.
-
-
-
800 mm 8 mm thick
17000
285345000
16785
Providing and applying following Coating to the External surface of MS pipes, including preparation of surface by cleaning as per ISO 8502-3/ SSPC-SP10/ NACE No.2 near white blast cleaning and abrasive blasting to a finish to SA 2.5 as per ISO: 8501-1 and surface profile / anchor profile of 50-75 / 75-100 microns as per ISO: 8503-2, including field joint coating at site complete as per Technical specifications and direction of Engineer –in-charge: 3 LPE (3 Layer Polyethylene) / DFBE (Dual Layer Fusion Bonded Epoxy)/ PU (Polyurethane)/ Polyolefin Tape coating .
43580.28
45323491
1040
Providing and applying 100% Solids,Rigid, DTM Polyurethane Coating to internal surface of M.S. Pipe as per AWWA C222 standard including preparation of internal surface of pipe by cleaning and abrasive blasting including field joints coating at site complete as per technical specification and direction of Engineer in Incharge. Polyurethane Coating shall be NSF/WARS/SS-375 approved for drinking water.
42725.76
23670071
554
Providing, testing installation & commissioning of material and equipment for cathodic protection system as per approved design & specification complete in all respect.
1
5000000
5000000
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.
-
-
-
100 mm dia pipe
298627
376867274
1262
150 mm dia pipe
180139
323349505
1795
200 mm dia pipe
39846
87740892
2202
250 mm dia pipe
132200
376902200
2851
350 mm dia pipe
4376
19390056
4431
400 mm dia pipe
13002
70262808
5404
500 mm dia pipe
15052
114636032
7616
600 mm dia pipe
21305
212368240
9968
700 mm dia pipe
6032
80828800
13400
Providing, lowering, laying in trenches, aligning, fixing in position and jointing Ductile Iron (DI) ISI marked K-9 grade S&S pipes as per 15:8329-2000 (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/ I.I 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.
-
-
-
100 mm dia pipe
24786
35691840
1440
150 mm dia pipe
11012
22629660
2055
200 mm dia pipe
2289
5992602
2618
Providing, lowering, aligning, fixing in position and Jointing in pipe line, combination Air Release Valve Kinetic type with single chamber housed Double orifice and have 3 functions, large Air exhaust, small Air venting and large air intake during vacuum of pipeline of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512 ,Body and bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865,Float & internal trim: AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR 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, Big orifice size should be equal or larger than the inlet flange bore, for fully comply with AWWA C512. ), Valve 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 dia
667
10386524
15572
100 mm dia
3
80304
26768
150 mm dia
16
683632
42727
Construction of Air valve pillar for fixing of Air valves
686
15963220
23270
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.
-
-
-
100 mm dia
357
3555720
9960
150 mm dia
162
2668626
16473
200 mm dia
33
836253
25341
250 mm dia
28
1177484
42053
Providing, lowering, aligning, fixing in position in pipe line, CI D/F Sluice valves of approved make of following Pressure rating & dia complete, confirming to IS:14846 (amended up to date) and of following specifications: Body, Bonnet, Wedge, Gland, Thrust Plate, Cap & Hand wheel of Grey cast iron of IS:210/ FG200 Stem - SS 304 ,Body Seat ring, Wedge facing ring & Bushes - LTB2/ SS , Face to face dimensions as per IS 14846/2000 (amended up to date), All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of black Japan paint conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside, Flanges Drilled as per IS 1538.Nut-Bolt confirming to IS:1363 and IS: 1367/ CS/ 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. Manually Operated CI Sluice Valves of Class PN 1.0 Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
100 mm dia
121
902176
7456
150 mm dia
33
386760
11720
200 mm dia
3
58455
19485
250 mm dia
6
184770
30795
Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 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 both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O" ring seal, 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 including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
400 mm dia
3
318981
106327
500 mm dia
4
676732
169183
600 mm dia
4
840560
210140
700 mm dia
1
287912
287912
800 mm dia
5
1917185
383437
Cosntruction of valve chamber for Sluice Valves, Flow Control Valve and Butterfly valve as per approved drawing and specifications to the satisfaction of Engineer-in-charge
-
-
-
Type - A (80 mm to 100 mm dia)
121
3187140
26340
Type - B (125 mm to 200 mm dia)
36
1214640
33740
Type - C (250 mm to 350 mm dia)
28
1239560
44270
Type D (400 mm to 450 mm)
7
353430
50490
Type E (500 mm to 800 mm)
10
809600
80960
Cosntruction of Scour valve chamber as per approved drawing and specifications to the satisfaction of Engineer-in-charge
18
1214820
67490
Providing, lowering, laying, 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 as per Technical Specifications and as per direction of Engineer.
-
-
-
100 mm dia
478
1510480
3160
150 mm dia
195
967980
4964
200 mm dia
36
265788
7383
250 mm dia
28
283108
10111
400 mm dia
3
63918
21306
600 mm dia
4
166564
41641
Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) 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
-
-
-
700 mm dia
1
79966
79966
800 mm dia
5
515270
103054
Provision for Construction of flow meter hut of size 2.5*2.5*2.8 m for installation of FM display, battery, power meter etc. at each OHSR complete in all respect as per approved drawing.
108
7633440
70680
Construction and commissioning of RCC flat slab Over Head Service Reservoir of following capacity and staging including all material and labour charges as per the Scope of work and Technical Specification, consisting of the following main activities: -a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface roof slab, and 600 mm height of the vertical wall.
e) Successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the roof slab.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc.
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top Slab to bottom Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony and MS ladder with safety cage from balcony to top slab. j) Providing and fixing water level indicator (float type).
k) Providing and fixing of hand railing all around the balcony, roof and staircase, consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).
n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.
o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm
p) CI/DI puddle collar shall be fixed in the bottom/slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.
q) 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.
r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
50KL 4 NO
200000
7044000
35.22
75KL 1 NO
75000
2057250
27.43
Construction and commissioning of RCC INTZE type Over Head Service Reservoir of following capacity and staging as per the Scope of work and Technical specifications, consisting of the following main activities: -
-
-
-
a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation, all RCC Work, Plinth protection all around the structure including all material, labour, shuttering, scaffolding etc.
c) OHSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the edge of outer most projection of OHSR. The plinth protection shall consist of 150mm thick PCC in M-15 grade concrete laid over 150mm thick layer of compacted soil. d) Providing and applying two coats of food grade epoxy paint on the inside surface on the top dome, edge beam and 600 mm height of the vertical wall.
e) Conducting successfully hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the top surface of the Top Dome.
g) Providing and applying three coats of cement-based paint on the external surface of the container, balcony, cone wall, columns & beams etc..
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS-304 ladder from top dome/Slab to bottom dome/Slab inside container. i) Providing and fixing of MS section ladder from the last landing to balcony having railing all around it and MS ladder with safety cage from balcony to top dome/slab.
j) Providing and fixing water level indicator (float type).
-
-
-
k) Providing and fixing of hand railing all around the balcony, top dome and staircase consisting of 25mm diameter Class-B GI pipe in two rows and 1000 mm high, 50X50X6mm angle iron vertical post at a maximum spacing of 1500mm centres.
l) All MS parts to be painted with two coats of the enamel paint over the primer coat of red oxide.
m) Providing and fixing of 150mm wide PVC water bar for the construction joints in the container (vertical wall & cone wall).
n) Providing one Aluminium portable ladder of appropriate length to access first landing (3.5 to 4.5m above GL) from ground.
o) Lighting arrestor consisting of providing and fixing of 2 Nos. of chemical earthing and connecting it to the conical cover of SS ventilator with two separate GI strips of 50mmX3mm.
p) CI/DI puddle collar shall be fixed in the bottom dome/ slab for connecting inlet, outlet, overflow and washout pipe of the reservoir.
q) 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.
r) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 18 M
-
-
-
100KL 15 NO
1500000
37770000
25.18
150KL 10 NO
1500000
28740000
19.16
200KL 9 NO
1800000
30798000
17.11
250KL 7 NO
1750000
28560000
16.32
300KL 1 NO
300000
4755000
15.85
350KL 2 NO
700000
10146500
14.5
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 20 M
-
-
-
100KL 8 NO
800000
21928000
27.41
150KL 12 NO
1800000
37278000
20.71
200KL 14 NO
2800000
51072000
18.24
250KL 12 NO
3000000
52080000
17.36
300KL 8 NO
2400000
40392000
16.83
350KL 2 NO
700000
11119500
15.89
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-III & STAGING 22 M
-
-
-
150 KL 2 NO
300000
6621000
22.07
200KL 1 NO
200000
3870000
19.35
Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing and fixing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
100 mm dia
6297
12260259
1947
150 mm dia
4611
12915411
2801
200 mm dia
868
3180352
3664
Construction of boundary wall of Brick/ stone masonary as per enclosed GA drawing, scope of work and technical specifications complete work in all respect. Brief details of boundary wall parameter is as below:
1. Depth of foundation- 900 mm.
2. PCC in M-10, width -900 mm and thickness 100 mm,
3. Section of foundation above PCC W-600 mm, D-450mm, W- 450mm, D-450 mm.
4. Superstructure work: Stone masonary W-300, height-1650 mm,/ Brick work W-230 mm, height- 1650 mm.
5. Cement mortar pointing on Stone masonary and cement mortar plaster 20 mm thick on brick masonary in CM 1:6.
6. Expansion joint shall be on every 30 mtr.
7. On top of wall there shall be CC Coping 75 mm thick (1:2:4) shall be provided.
8. Pillar for main gate 350x350 mm in size is part of boundary wall.
9. Cement paint of approved colour in 3 coat shall be done.
10800
54183600
5017
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.
108000
11232000
104
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.
85.88
56076
653
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size) in base course complete including 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 be made for trench width more than specified, complete work as per technical specification and scope of work.
42.38
170898
4033
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 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).
60
318720
5312
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
68.72
24875
362
Granular courses
1468.5
380341
259
Provision for Restroration of Bitumen Road after laying & jointing pipe line as per direction of Engineer In charge
5140
1285000
250
Provision for Restoration of WBM Road cutting as per specifications.
2550
408000
160
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
-
-
-
400 mm Dia 8 mm thick casing pipe . (2 no crossing)
320
6372480
19914
Supply laying and pushing of MS casing pipe of specified thickness approved by concerned department authority by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per Highway/ Railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (up to 3 meter depth) with proper protection at these sites with shoring sheets and ISMB. Providing MS cutting edges for front shield and constructing thrust bed at designated level. Necessary dewatering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Highway/Railway authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per design, drawing and method as per approved by authority specification and the direction of the Engineer.
Apply corrosion, resistant, protection on inside and outside of casing pipe as per technical specification.
-
-
-
900 mm Dia 12 mm thick casing pipe .
50
2445000
48900
Provision for Design,Supply and installation of suitable Surge Protection Devices to protect the Pumping main including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc,complete in all respect.
1
200000
200000
Providing, lowering, laying, aligning, fixing in position in pipe line Zero Velocity Valves as per IS:14845 of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer etc, complete in all respect.
-
-
-
500 mm dia
6
3151530
525255
600 mm dia
1
569084
569084
800 mm dia
3
1970226
656742
Providing, lowering, laying, aligning, fixing in position in pipe line Air
Cushion Valves 150 mm dia as per IS:14845 of following dia
(including jointing and jointing material), including all material,
labour, testing and commissioning as per Technical Specifications
and as per direction of Engineer etc, complete in all respect.
-
-
-
50 mm dia
19
397290
20910
100 mm dia
5
117720
23544
Part C : Pump house & CWR
-
-
-
Fabrication, supply of flanged/ plain ended MS pipe 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 excluding flanged jointing wherever (required) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
-
-
-
MS pipe upto 600 mm dia (with minimum 5mm thickness sheet
34563.76
4216778
122
MS pipe above 600mm dia (with minimum 6.3mm thickness sheet)
18048.85
2328301
129
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. Motorised sluice valves with Electric Actuator and Integral starter of class PN 1.6
-
-
-
100 mm dia
36
3871332
107537
125 mm dia
24
2750928
114622
150 mm dia
10
1204320
120432
200 mm dia
4
535692
133923
250 mm dia
3
459528
153176
300 mm dia
3
501528
167176
350 mm dia
8
1766376
220797
400 mm dia
3
743481
247827
600 mm dia
2
899298
449649
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 confirfing 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 1.6
-
-
-
100 mm dia
33.75
336150
9960
125 mm dia
20
294600
14730
150 mm dia
37
609501
16473
200 mm dia
27.84
705493
25341
250 mm dia
22.5
946192
42053
300 mm dia
11
589149
53559
350 mm dia
5
502470
100494
400 mm dia
6
789696
131616
450 mm dia
3
527088
175696
600 mm dia
6
1992684
332114
700 mm dia
8
4945976
618247
Providing, lowering, laying, 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 as per Technical Specifications and as per direction of Engineer.
-
-
-
100 mm dia
69.76
220441
3160
125 mm dia
44
181764
4131
150 mm dia
47
233308
4964
200 mm dia
32
236256
7383
250 mm dia
25.5
257830
10111
300 mm dia
14
171052
12218
350 mm dia
21
330330
15730
400 mm dia
9
191754
21306
450 mm dia
3
74370
24790
600 mm dia
8
333128
41641
Providing, lowering, aligning, fixing in position and jointing MS dismantling joint (Fabricated Steel) 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
-
-
-
700 mm dia
8
639728
79966
Cosntruction of valve chamber for Sluice and Butterfly Valves as per approved drawing and specifications to the satisfaction of Engineer-in-charge
-
-
-
Valve Chamber (80 mm to 100 mm dia)
15.75
414855
26340
Valve Chamber (125 mm to 200 mm dia)
19
641060
33740
Valve Chamber (250 mm to 350 mm)
22
973940
44270
Valve Chamber (400 mm to 500 mm)
4
201960
50490
Valve Chamber (500 to 800 mm)
10
809600
80960
Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) short body pattern type double eccentric Butterfly valves of approved make of following class & dia complete confirming to BS EN 593/ BS 5155/ IS 13095/1991 amended up to date and of following specifications: Body, disc and end cover 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, Face to face dimensions as per DIN 3202 F4/ IS 13095 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 both body and disc inside and outside. Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/316 & shaft bearings- bronze/ PTET or Teflon with EPDM/NBR "O" ring seal, 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 including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. Class PN 1.6, Motorised Operated
Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
-
-
-
150 mm dia
-
-
-
200 mm dia
6
831786
138631
250 mm dia
3
455862
151954
300 mm dia
3
514266
171422
400 mm dia
3
639819
213273
Providing, lowering, laying, aligning, fixing in position and jointing in pipe line, DI dual plate check valves of PN 1.6 rating of following dia (including jointing and jointing material), including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer.
-
-
-
100 mm dia
34
391646
11519
125 mm dia
26
318812
12262
150 mm dia
6
108312
18052
200 mm dia
4
125896
31474
250 mm dia
3
142428
47476
300 mm dia
3
200358
66786
350 mm dia
8
573912
71739
400 mm dia
3
277926
92642
Providing, installation, testing and commissioning of Submerged Centrifugal Pump sets with motor 4 pole sychronised speed of 1500 rpm ( water immersed, dry air filled, class "F" insulated TEWC motor integrally mounted on volute casing pump sets for drinking water ) 3 phase, +/- 3%, 415 volt +/- 10%, along with suitable foundation/ installation device and with 10 mtr cable, material of construction of impeller SS, casing (volute) CI, wearing ring SS, etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
Discharge 139.8 lps Head 94 m
8
14669736
1833717
Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 operating at sync. speed 2900 RPM with requisite MOC 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 and Pump set shall be suitable for working at various discharge and head requirements as per scope of work. Pump shall be erected on C.C. foundation / cross channels / RSJ frame block with suitable foundation bolts grouted in C.C. foundation block etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
Centrifugal Monoblock Pump set (Single Stage)
-
-
-
Discharge 11.61 lps Head 72 m
2
187630
93815
Discharge 10.37 lps Head 53 m
2
143358
71679
Discharge 21.37 lps Head 36 m
2
187630
93815
Discharge 19.56 lps Head 55 m
2
247636
123818
Discharge 13.47 lps Head 69 m
2
187630
93815
Discharge 29.82 lps Head 31 m
2
143358
71679
Discharge 11.74 lps Head 58 m
2
143358
71679
Discharge 9.8 lps Head 48 m
2
143358
71679
Discharge 10.84 lps Head 63 m
2
143358
71679
Discharge 8.94 lps Head 27 m
2
95204
47602
Discharge 8.2 lps Head 32 m
2
95216
47608
Discharge 6.44 lps Head 72 m
2
143358
71679
Discharge 21.24 lps Head 42 m
2
187630
93815
Discharge 10.87 lps Head 53 m
2
143358
71679
Discharge 20.03 lps Head 44 m
2
187630
93815
Discharge 18.09 lps Head 32 m
2
143358
71679
Discharge 15.99 lps Head 49 m
2
187630
93815
Discharge 9.95 lps Head 28 m
2
95216
47608
Discharge 19.91 lps Head 29 m
2
143358
71679
Discharge 14.46 lps Head 74 m
2
247636
123818
Discharge 20.2 lps Head 46 m
2
187630
93815
Discharge 15.76 lps Head 36 m
2
143358
71679
Discharge 11.43 lps Head 60 m
2
143358
71679
Discharge 11.2 lps Head 44 m
2
143358
71679
Centrifugal Monoblock Pump set (Double Stage)
-
-
-
Discharge 12.52 lps Head 74.2 m
2
202834
101417
Discharge 8.95 lps Head 77 m
2
202834
101417
Providing, installation, testing and commissioning of submersible dewatering pump set conforming to relevant IS codes and as per scope of work and Technical Specifications, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft, impeller, pump and motor body. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz A.C. Supply, with cable guard. The pump set shall be suitable for direct coupling, with suitable suction strainer etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions mentioned in TD.
-
-
-
1.5 KW (2.0 HP)
24
962088
40087
Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.
Note: Duty condition of required pump shall also be mentioned in BoQ.
-
-
-
Discharge 33.03 lps Head 25 m
2
417632
208816
Discharge 31.73 lps Head 38 m
2
492472
246236
Discharge 41.33 lps Head 63 m
2
990400
495200
Discharge 32.11 lps Head 48 m
2
564326
282163
Discharge 32.87 lps Head 69 m
2
849164
424582
Discharge 22.63 lps Head 47 m
2
492472
246236
Discharge 81.37 lps Head 76 m
3
2999238
999746
Discharge 59.03 lps Head 35 m
2
720116
360058
Discharge 18.57 lps Head 73 m
2
990400
495200
Discharge 18.39 lps Head 71 m
3
1485603
495201
Discharge 18.5 lps Head 65 m
2
720116
360058
Discharge 14.55 lps Head 68 m
2
720116
360058
Discharge 22.4 lps Head 57 m
2
564326
282163
Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at syncronised speed of 1500 RPM as per IS 12615: 2011 or amended up to date , CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts, Cement concrete foundation etc. complete with all respect as per the specification and scope of work and direction of Engineer in Charge of following range of duty conditions.
Note: Duty condition of required pump shall also be mentioned in BoQ.
-
-
-
Discharge 203.51 lps Head 15 m
3
2219598
739866
Discharge 226.79 lps Head 41 m
3
4026378
1342126
Supplying, erecting, testing & commissioning of Electrically Operated Travelling Crane (EOT) .Main girder & End Carriage fabricated from Rollled Steel Section, Gear Box for all motion, Electro Magnetic Friction Disc Type Brakes, all safety limit switches, LT wheels EN 9, Double Flanged 4No, with Sq. Cage motor of adequate rating (KW), duly painted mechanical cleaning and one coat of primer and two coat of synthetic paint and as per the direction of the Engineer.
-
-
-
3 MT Capacity
-
-
-
Span 7 M and Lift 6 M
8
3663200
457900
5 MT Capacity
-
-
-
Span 7 M and lift 6 M
4
2136000
534000
Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work.
-
-
-
100 mm dia
165
321255
1947
150 mm dia
70
196070
2801
250 mm dia
150
741300
4942
300 mm dia
170
1071850
6305
350 mm dia
20
152180
7609
400 mm dia
40
369960
9249
450 mm dia
20
218720
10936
600 mm dia
20
341340
17067
700 mm dia
100
2201800
22018
Design & Construction of clear water reservoirs of required capacity at following places, including its piping, fittings, etc complete in all respect as per the scope of work & specifications given in the tender document at the following places & sizes .
-
-
-
IPS NEAR CHOR MAGRA (RECTANGULAR TYPE)
3400
15470000
4550
TPS-1 & CPS-1 NEAR SIDHPURA (RECTANGULAR TYPE)
4400
20020000
4550
CPS-2 NEAR GOPALPURA (CIRCULAR TYPE)
300
1578000
5260
CPS-3 NEAR PALTHAN (CIRCULAR TYPE)
300
1578000
5260
CPS-5 NEAR ARNIYA (CIRCULAR TYPE)
400
2244000
5610
TPS-2 & CPS-4 NEAR PRATAPGARH (RECTANGULAR TYPE)
3300
15015000
4550
CPS-6 NEAR SOHANPUR (CIRCULAR TYPE)
300
1578000
5260
TPS-3 & CPS-8 NEAR ARNOD (CIRCULAR TYPE)
1750
9100000
5200
CPS-7 NEAR DEV GARH (CIRCULAR TYPE)
300
1578000
5260
CPS-9 NEAR MOHEDA (CIRCULAR TYPE)
600
2748000
4580
CPS-10 NEAR RAIPUR (CIRCULAR TYPE)
800
3560000
4450
CPS-11 NEAR MADPURI (CIRCULAR TYPE)
200
1148000
5740
Construction of RCC Dome type Ground Level Service Reservoir (GLSR) of following capacity as per the Scope of work and Technical specifications, consisting of the following main activities: - a) Topographic survey, preparation of site contour plan, conducting SBC test and its approval from department before construction. Submission and approval of concrete mix design and water quality test report for water to be used in construction. b) Excavation in all types of soil, PCC below foundation & all RCC Work.
c) All the GLSR shall be provided with adequate plinth protection all around the structure in a width starting from edge of structure at GL and extending at least up to 1.0m beyond the vertical wall. The plinth protection shall consist of 150mm thick PCC in M-15 concrete over 150mm thick compacted soil fill.
d) Providing and applying two coats of food grade epoxy paint on the inside surface of the roof slab, and 600 mm height of the vertical wall giving.
e) Successful hydro test and water tightness test as per I.S. code.
f) Providing and applying three coats of anti-carbonation paint on the roof Slab.
g) Providing and applying three coats of cement-based paint on the remaining external surface area of the structure.
h) Providing and fixing SS-304 ventilator, SS 304 manhole frame and cover and SS 304 ladder from top bottom Slab inside container. Providing and fixing water level indicator (Float type).i) Providing and fixing MS ladder from ground to top slab with safety cage. j) All MS parts to be painted with two coats of the enamelled paint over the primer coat of red oxide.
k) Providing and fixing of 150mm wide water bar for the construction joints in the container.
l) Providing and fixing CI/DI puddle collars the vertical wall for connecting inlet, outlet, overflow and washout pipe of the reservoir.
m) Inlet, outlet, overflow, washout pipes and valves are not included in this work, provision for the same shall be taken separately.
-
-
-
Rates for RCC GROUND LEVEL SERVICE RESERVOIR SEISMIC ZONE-II & III and SBC18T/sqm
-
-
-
50 KL capacity
250
2445000
9780
300 KL capacity
300
1518000
5060
Providing,installation, testing and commisioning of vacuum Feed Gas Chlorinator with all assessories and making connection with existing pipeline required including supply & instalation of trunnion roller support, auxillary container valve, fluxible copper connector, manifold valve, tonner manifold pipes, chlorine Pressure gauge, Isolation valve, gas filter, pressure reducing valve, chlorine gas pipe with fittings, diffuser, lifting beam, load indicator, 25 NB PP diaphragm Valve on injector inlet & outlet, 32 OD uPVC pipe for chlorine solution, 25 NB GI pipe for pump suction & delivery, 25 NB GM gate valve on pump suction & delivery, 25 NB GM 'Y' type stainer on pump suction, 25 NB GM Check valve on pump delivery, pressure gauge with Isolated valve on pump delivery and chlorine booster pump with motor of required capacity complete in all respect as per specification and the direction of the Engineer. 1 kg/hr capacity
10
4814000
481400
Supply of Chlorine Tonner as per specifications with rollers complete in all respect as per the direction of Engineer.
20
3474000
173700
Construction of chlorine storage area, chlorine building etc.
200
3497000
17485
Supply of Chlorine Safety Equipment set comprising of the items
Chlorine leak detector with two sensors, self contained compressed
air breathing apparatus, safety shower with eye wash, emergency
tonner repair kit, protective clothing such as PVC overall, gloves and
rubber boots; complete as per detailed specifications & the directed
of the Engineer.
10
2632000
263200
Construction of Pump Stations (Civil Works) upto 4 pump sets
2905
50793925
17485
Rate for Construction of boundary wall per Unit Length
3700
18562900
5017
Rate for providing and fixing of steel gates per Kg of steel
13000
1352000
104
Estimate for Staff Quarters
14
22695806
1621129
A : External Lighting
-
-
-
P & F IP-65 protected street light luminaire on existing bracket suitable for HPSV/MH LAMP, made from powder coated single piece pressure die cast aluminium housing electrochemically brightened and anodized POT optics aluminium reflector, heat resistant & toughened glass cover and accessories like copper ballast, electronic ignitor, capacitor, holder prewired up to terminal block etc. as required including making connection testing etc. as required (without lamp) street light suitable for metal halide lamps : 1x150W
80
331360
4142
Supply and errection of MS swaged tubuler pole as per IS 27131980(part I & II) and made out from tube of ISI mark for structural purpose, with MS base base plate in position, including excavation of pit, filling the same with C.C. of M-10 grade (1:3:6) from bottom to 50 cm above the ground level with the help of steel frame of 40 cm dia upto bottom section of 114.3 mm OD & 50 cm dia beyond 114.3 mm OD, duly finished with cement plaster, GI cable sleev, earthing terminal, cable entry, rubber paint upto CC level, red oxide in remaining portion, duly finished with two coats of Aluminium/enamel paint, approved by engineer incharge. The pole shall be as per following specification (See Table)
-
-
-
7.5 mtr. (410 SP-5)
80
1422480
17781
Add for Supply & fixing of MS overhang of following size over the existing poles
-
-
-
76.1 mm OD x 3.25 mm thickness
80
75680
946
P & F Normal/ High Output High pressure sodium vapour/ Metal halide/ Halogen lamp as required :
-
-
-
Metal Halide Lamp Double ended 150 Watts
80
26160
327
P & F Electronic ignitor suitable for HPSV/ Metal halide lamp up to 30.0 Mtr. distance as required.
80
8720
109
P/Laying XLPE insulated /P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand,IInd class bricks covering, refilling earth,compaction of earth, making necessary connection, testing etc. as required of size. 4cx6mm sq aluminium armoured
3200
483200
151
Horticultural Work:-
-
-
-
Supply at site of work well decayed farm yard manure from any available source approved by Engineer-in-charge including screening and stacking
56.25
34031
605
Supply & Stacking good earth at site complete including loading, unloading & transporation etc.
675
139050
206
Supply of Insecticides & Pesticides Methyl Prathion 2% at store in dust / liquid form complete.
13
5200
400
Grassing with 'Doobs' grass In rows 15 cm apart in either direction including watering and maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds and fit for moving including supplying good earth if needed.
2250
47250
21
Supply and planting of Tabernaemontana variegated ( Chandni) in poly bags / earthen pots well branched, well established & free from disease of 900 mm min. height plants at site in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
292
115632
396
Supply and planting of Wedelia trilobata ( SunFlower Family) in poly bags / earthen pots well branched, well established & free from disease of 300 mm min. height ground covers at site in 0.3 m dia holes, 0.3 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
292
54020
185
Supply and planting of Boungainvillea best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
345
274965
797
Supply and planting of Neem(Azadirachta indica) best quality container grown healthy trees of 2 mt. min. height, well established & free from disease at site in 0.90 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/sludge manure, backfilling the hole watering etc as required.
125
103500
828
General Leveling & grading of the campus area and provision for rainwater harvesting structures
12
600000
50000
C : Construction of Cement Concrete Road
-
-
-
Earth work in excavation for roadway, including trimming bottom and side slopes in accordance with requirement of line, grades and cross sections, including disposal of surplus material with all lift and lead upto 1000 metre
-
-
-
In all types of soil [MoRTH Specification : Clause : 301]
3625
525625
145
Providing, laying and compacting plain/ reinforced cement concrete of specified grade in foundation/ leveling course/ pile cap using concrete mixer and vibrater complete including cost of form work, as per drawing and technical specifications and as per clause 1100, 1500,1700,2100 of MoRT&H specification including all scaffolding material, labour, machinery.
-
-
-
P.C.C.M-15 grade
815.63
3327750
4080
P.C.C.M-20 grade
543.75
2474062
4550
D : Construction of Surface Drainge ( Masonary)
-
-
-
Earth work in excavation in foundation trenches or drains including dressing of sides and ramming of bottom, lift upto 1.5 Mtr. including taking out the excavated soil and depositing and refilling of jhiri with watering and ramming and disposal of surplus excavated soil as directed within a lead of 50 m in all kinds of soil.
-
-
-
Base floor
875.5
72666
83
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.
-
-
-
M15 grade Nominal Mix (with graded stone aggregate 40 mm nominal size).
103
370491
3597
Random Rubble stone masonry for superstructure above plinth level one storey height above 30cm. thick walls in :
-
-
-
Cement Mortar 1:4 ( 1-Cement : 4-Sand).
556.2
1344891
2418
Plaster on new surface on walls in cement sand mortar 1:4 including racking of joints etc. complete fine finish : 25 mm thick
1854
262582
141.63
M15 grade Nominal Mix (with graded stone aggregate 20mm nominal size).
30.9
109355
3539
Part D : Electrical Works
-
-
-
Supply installation testing and commisioning of 33kv 20ka 630 amp, Manual/ Outdoor type 3 way RMU with 1no LBS & 2 nos VCB, complete with all accessories.and as required
2
9382644
4691322.46
Supply installation testing and commisioning of 11kv 20ka 630 amp, Manual/ Outdoor type 3 way RMU with 1no VCB & 2 nos LBS, complete with all accessories.and as required
11
4610437
419130.69
Stranded Compact Circular Aluminium Conductor,Conductor Screened with Extruded Semi Conducting compound,XLPE insulated,Insulation Screened with copper tape,Cores laid up,inner sheath of PE type,galvanised steel flat strip armoured and overall PVC Sheathed cable confirming to IS 7098/II/85 with latest amendments of 33 KV(UE)
-
-
-
3CX300 mm2
200
470000
2350
Providing & Laying XLPE insulated IS:7098/II/85 of approved make H.T.cable for working voltage 11 K.V.Earthed with Stranded Compacted Circular Aluminium Conductor, Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated, Insulation Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanised flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable direct in ground including excavation of 30cmx100cm size trench, 25cm layer of river sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection testing etc.as required of size.
-
-
-
3CX185 mm2
550
686950
1249
Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 33 KV cable, with required components, prepration of cable ends,testing etc.
-
-
-
3CX300 mm2
-
-
-
outdoor
10
186690
18669
Providing & making heat shrinkable type indoor/outdoor/straight through terminations/joint kit of approved make suitable for XLPE insulated 11 KV cable, with required components, prepration of cable ends,testing etc. as required of following sizes .
-
-
-
3 core 120/150/185 Sq.mm
-
-
-
outdoor
55
412720
7504
Supply, Installation, Testing and commissioning of copper wound Transformers 33/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories with off load tap changer (+5% to -10% in steps of 2.5%), winding / Top --- temperature rise of 45°C/40°C first fill oil, having permissible total loss values not exceeding 7.5% of the maximum total loss values for 11 KV as per energy efficiency level - 2 at basic Insulation level conferming to ISS 2026 (Part- I to Part - II), latest ammended and IS 1180 Part-I : 2014.
-
-
-
1250 KVA
2
4667386
2333693
2000 KVA
2
6318922
3159461
Supply installation testing & Commissioning of star rated Copper wound distribution Transformer ( All the distribution transformer must be star rated as per notification of (BEE) ministry of power, Goverenment of India) of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11, ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026-1977 & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather,Bucholz relay, radiator, fins, HT cable box & LT cable boxes, Off -LTC (+5% to - 10% @ 2.5%) temperature rise of 40 degree C in oil / 45 degree C in winding , ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953 , Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. NABL accredeated / CPRI/ ERDA lab testing reports with OEM certificate must submitted to engineer in charge .Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, CTL testing charges & Inspection charges shall be reimbursed by the department to the contractor as per actual expenditure. All as per pre approved by Engineer in charge.
-
-
-
630 KVA
2
2254706
1127353
500 KVA
2
1924400
962200
400 KVA
2
1608454
804227
200 KVA
4
1953120
488280
160 KVA
6
2412678
402113
100 KVA
6
1809510
301585
Providing, installation, testing and commissioning of LT MCC with panels housing motor starters relays, MCB/MCCBs, bus-bar for all pump sets including all internal cabling and cable/bus-bar from switchyard, up to panels, etc, complete in all respect as per the scope of work & specifications .
5919
28411200
4800
LV Capacitor with APFC Panel
-
-
-
SITC of microprocessor based intelligent power factor correction relay having sensitivity up to 50 milli Amp secondary current and following way, self analysing auto c/k setting according to targeted power factor setting, the relay shall have minimum three digit display unit for display of real power factor, targeted power factor, lag/lead capacitor switching status, alarm output for under current, over current, insufficient compensation, indication of switching on units, auto/manual status, and 6 to 14 stage - sensitivity upto 50 milli Amp.
26
473720
18220
SITC of self healing MPP/MP type shunt capacitor (banks)
conforming to IS:13340-41 / IEC :831-1&2 in existing panel or
parallel with load terminals , the capacitor shall be fitted with
discharge resistors, pressure sensitive disconnector ( PSD ) and
shall have dissipation factor less than 0.0025 at 50 Hz and total
wattage loss less than 0.5 Watt per KVAR. including making
connections with suitable capacity conductors/cables testing as
required.
-
-
-
Heavy duty Three phase 440 V , 50 Hz capacitor (Bank)
1895
568500
300
Supply Installation Testing & commissioning of Local Push button Stations
99
200574
2026
Providing & laying XLPE insulated /P.V.C. sheathed cable of 1.1 KV grad with aluminium conductor Armoured of IS 7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cm*75 cm size trench,25 mm thick under layer of sand, second class brick covering, refilling earth,compection of earth, making necessary conection, testing etc.as required of size
-
-
-
3.5CX 300 mm2
1600
2596800
1623
3CX150 mm2
675
420525
623
3CX35 mm2
100
24200
242
3CX25mm2
225
46575
207
3CX16mm2
600
100800
168
3CX10mm2
1050
169050
161
3CX6 mm2
150
21150
141
4CX16mm2
3900
744900
191
4CX25mm2
325
77675
239
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.
-
-
-
3.5CX 300 mm2
116
111128
958
3CX150 mm2
30
11460
382
3CX35 mm2
8
1016
127
3CX25mm2
18
1962
109
3CX16mm2
44
3960
90
3CX10mm2
84
6804
81
3CX6mm2
12
960
80
4CX16mm2
130
14430
111
4CX25mm2
26
3484
134
Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering
-
-
-
3C x 2.5 sq.mm
3350
589600
176
5C x 2.5 sq.mm
2350
538150
229
14 C x 2.5 sq.mm
5450
2981150
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
268
19296
72
5C x 2.5 sq.mm
188
15040
80
14 C x 2.5 sq.mm
436
55372
127
Supply, Fabricating & installing of Required sizes of ladder type cable trays with rungs at span of 250 mm including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling/wall with suspenders and including painting of size as
-
-
-
600mm x 62.5mm x 2.0mm
650
311350
479
300mm x 62.5mm x 2.0mm
650
267150
411
150mm x 50mm x 1.6mm
650
167050
257
Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip
208
1523184
7323
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.
-
-
-
50mm x 6mm G.I. Strip
1500
277500
185
25mm x 6mm G.I. Strip
350
37800
108
25mm x 3mm G.I. Strip
700
39200
56
10 SWG G.I. Wire
650
5200
8
P & F lightning conductor final made out of 25 mm dia.,300 mm long copper tube having single prong at top with 85 mm dia., 3 mm thick copper base plate including holes etc. complete as required.
26
52000
2000
Part E : Instrumentation & SCADA
-
-
-
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
153
9553932
62444
Providing, installation, testing and commissioning of Diaphragm Type Pressure Gauges Dial size 150 mm glycerine filled shatterproof glass, Over range protection: 125% of maximum pressure, Material of sensor and other wetted parts: SS type 316, Housing material: Die cast aluminium
99
700425
7075
Providing, Installation, Testing and Commissioning of Pressure Transmitter : Range: 0-10 Bar / Power Supply: 24 V DC / Output: 4-20 mA with HART / Diaphragm: SS316L / Process Connection: 1/2 "NPT (M) / Accuracy: 0.15% Protection: IP67
40
2830040
70751
Providing, Installation, Testing and Commissioning of Electromagnetic Flow Meter : Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5%
-
-
-
800 mm
2
1183698
591849
700 MM
1
563191
563191
600 MM
1
461307
461307
500 MM
1
360096
360096
250 MM
9
1403838
155982
200 MM
9
1174878
130542
150 MM
25
3144400
125776
100 MM
23
2343332
101884
Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated 2 Pair 1.5 sqmm 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
3500
616000
176
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
-
-
-
150mm x 50mm x 1.6mm
4356.41
1036825
238
Providing & Laying XLPE/PVC PVC insulated & PVC Sheathed armoured control Cable of 1.1 KV grade with copper conductor as per IS 1275 including escavation of 30cmX 75 cm size trench 25 cm thick under layer of sand and lind class of bricks covering
-
-
-
3C x 2.5 sq.mm
7300
1284800
176
Maintenance free gel earthing with pipe in pipe /Strip in Pipe technology filled with anti corrosive conductive compound (CPRI tested) below the ground in 150 -200 mm dia earth pit and surrounding filled with required mineral filling compound (MFC should have hygroscopic proper ty to retain the moisture for long time to create low resistance Zone) and C.C. finished chamber covered with hinge type with locking arrangement C.I cover. C.I. frame of size 300mm x300mm complete testing of earth resistance as required of following sizes With pipe in pipe technology (inner pipe dia / outer pipe dia) 80 -100 micron G.I. coating of the size G.I. pipe 3000 mm long , 80/40 mm , terminal 14 mm G.I. strip
292
2138316
7323
50mm x 6mm G.I. Strip
13500
2497500
185
10 SWG G.I. Wire
1400
11200
8
SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter 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.
-
-
-
80 MM
-
-
-
100 MM
45
601155
13359
150 MM
67
1387503
20709
200 MM
18
471942
26219
RTU complete with DI, DO, AI and modbus
communication ports and power supply (24 V, DC) For OHSR
130
18395260
141502
P&F of GSM/GPRS based data transmitter device for water meter (woltman pulse output ) battry power 7.4 volt battery life 3 year compitable to SCADA System. Complete as required( for VTC)
130
4225000
32500
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 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 design 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 shallbe5 year service warranty for solar panel and mounting structure and suitable provision shall be included in tender document (each of .5 kw) at Each OHSR
130
2405000
18500
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 –92 num, DO – 92 num, AI –16 num, AO – 8 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 – 30 num
Selector Switch - 15 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 – 30 num, Wiring + TB etc – 1 lot
Hardware – 1 lot At following Locations
-
-
-
INTAKE
1
1552591
1552591
RWPS/IPS
1
1552591
1552591
CPS 5
1
1552591
1552591
CPS 9
1
1552591
1552591
Design, manufacture, supply, installation, testing andcommissioning of indoor type PLC panel of size approx.1100 mm X 800 mm X 2100mm (LBH) , fabricated out of min. 2 mm thick CRCA sheet complete with Operator
Station (PC) including, necessary programming software for PLC & SCADA and comprising of all required accessories not limited to the following:
Programmable Logic Controller (PLC) with Dual redundant CPU, Power supply module for IO & Processor rack (Standard DC), Back up Interface/Expansion Module(BCM/BEM), Rack (Backplane) 10 slots for IO and Processor
DI – 144 num DO – 88 num AI – 16 num AO – 8 num, Ethernet switch – 2 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 – 100 num
Annunciator with 24 Windows NO to NC Type
Microprocessor Based, Window Size 75*42mm,
110VAC, with Electronic Hooter
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
-
-
-
CPS 10
1
4009222
4009222
TPS2/CPS4
1
4009222
4009222
TPS 3/CPS 8
1
4009222
4009222
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 Wiring + TB etc – 1 lot
Hardware – 1 lot
HMI – 1 num
Operator Station including, Core i5 processor, 8 GB
DDR-3 RAM, 500 GB HDD, DVD RW Drive, RS-
232/485 Ports, 1 Parallel Port, 4 nos. USB Port, 2x
Ethernet Cards, Keyboard, optical mouse, 32'' monitor,
Latest windows professional ver., etc.
Programming and troubleshooting software for HMI –
OWS – 1 lot
Colour Printer A4, Lasejet – 1 num
-
-
-
CPS 2
1
1252882
1252882
CPS 3
1
1252882
1252882
CPS 6
1
1252882
1252882
CPS 7
1
1252882
1252882
CPS 11
1
1252882
1252882
MCC ROOM Supply, Installation and Commissioning of Pre-Wired CompactLogix 5380 PLC Control Panel with adequate number of Digital/ Analogue /C's, PC Based Server, Central Water Distribution Monitoring and Control Software & Database. SCADA Software, Automatic Report Generation Software, Annunciator window 32CH, 5 Port Ethernet Switch, 3G GSM/GPRS wireless Modem, M2M Gateway, 16 CH Temperature Scanner along with RS485 Port, Data & Instrumentation Cable connections to power the instruments at pump house including 3 KVA UPS with 120AH Batteries suitable for 8 hrs backup supply to all the instruments and display panels installed.
a) High end dual redundant SCADA Servers complete with data storage and archiving. 21" LCD screen, MS office, OS, Antivirus, SQL mouse, keyboard, wiring, cables and all accessories = 02Nos.
b) High end PC based SCADA Monitoring stations with 21" LCD Screen, MS office, OS, Antivirus, mouse, keyboard and all accessories. = 02 Nos.
c) Dual redundant CPU with Dual IP Supported Network & bus wiring installation complete including connection of all SCADA equipments, with all accessories = 02 Nos. d) PC Based FactoryTalk View Site Edition Station 100 Display + SQL SCADA Software's 04Nos.
e) Dual redundant fast Ethernet hub and bus wiring Installation complete including connection of all SCADA equipments, with all accessories = 02Nos.
f) M2M Communication Gateway = 02Nos.
g) GSM/GPRS modems for telecommunications complete with all wiring installations and connection to Ethernet bus with all accessories
=02Nos.
h) Wall mounted 46" LCD screens for 'Mimic type' displays, wiring, cables and all accessories-02Nos.
i) Laser Printers, wiring, cables and all accessories = 02Nos.
j) 2KVA UPS suitable for the Server, LCD monitors and other server room equipments with 8 hours battery back-up =04Nos.
1
12510983
12510983
Supply, installation, testing and commissioning of MNRE approved Grid tied Solar Panels with inverter, meter, cable etc. suitable for Rooftop installation 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 5 years 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.
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-
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INTAKE
12
684000
57000
RWPS
26.48
1509360
57000
TPS1/CPS 1
28.4
1618800
57000
TPS 2/CPS 4
21.2
1208400
57000
TPS 3/CPS8
16.56
943920
57000
CPS 2
15.36
875520
57000
CPS 3
15.36
875520
57000
CPS 5
16.56
943920
57000
CPS 6
15.36
875520
57000
CPS 7
15.36
875520
57000
CPS 9
16.56
943920
57000
CPS 10
17.84
1016880
57000
CPS 11
15.36
875520
57000
Part F : Cost Estimate for Operation & Maintainance
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-
-
Cost of operation and maintenance of the system for 10 years after defect liability period of one year @ 6.0% on above items excluding villages inrta system and as per scope of work & specification
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-
-
Operation and Maintenance Charges 1st year
1
17092372
17092372
Operation and Maintenance Charges 2nd year
1
17946991
17946991
Operation and Maintenance Charges 3rd year
1
18844341
18844341
Operation and Maintenance Charges 4th year
1
19786558
19786558
Operation and Maintenance Charges 5th year
1
20775885
20775885
Operation and Maintenance Charges 6th year
1
21814680
21814680
Operation and Maintenance Charges 7th year
1
22905414
22905414
Operation and Maintenance Charges 8th year
1
24050684
24050684
Operation and Maintenance Charges 9th year
1
25253219
25253219
Operation and Maintenance Charges 10 th year
1
26515879
26515879
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