Public Health Engineering Department Tender
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Costs
EMD
₹ 6,41,40,000Document Cost
₹ 50,000Tender Fee
₹ 2,500
Summary
Bids For The Retrofitting Work For Providing Water Supply Through Fhtc As Per Jjm Guidelines In 202 Main Habitations And 355 Other Habitations Of Ajmer Rural, Arain
Description
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Contact
Tender Id
2024_PHCJ_428981_1Tender No
ACEP AJMER NIT NO 10Tender Authority
Public Health Engineering Department ViewPurchaser Address
-Website
http://https://phedwater.rajasthan.gov.in/phed
GEM & Bid Advisory Services
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BOQ Items
200 mm dia
60
2618
157080
250 mm dia
15454
3458
53439932
350 mm dia
9802
5342
52362284
400 mm dia
29410
6487
190782670
500 mm dia
100
9072
907200
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
258540
1262
326277480
150 mm dia
172796
1795
310168820
200 mm dia
56328.54
2202
124035445.08
250 mm dia
17604
2851
50189004
400 mm dia
10088
5404
54515552
450 mm dia
32000
6378
204096000
600 mm dia
100
9968
996800
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 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 diameter. (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-100 PN-6
-
-
-
75 mm dia
714659
160
114345440
90 mm dia
84082
228
19170696
110 mm dia
56967
381
21704427
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 diameter. (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-100 PN-6
-
-
-
125 mm dia
42755
494
21120970
140 mm dia
31524
615
19387260
160 mm dia
37887
773
29286651
180 mm dia
19324
970
18744280
200 mm dia
23570
1162
27388340
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.
-
-
-
300 mm Dia 8 mm thick casing pipe with protective coating.
520
16737
8703240
400 mm Dia 8 mm thick casing pipe with protective coating.
280
19914
5575920
600 mm Dia 10 mm thick casing pipe with protective coating.
120
26986
3238320
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.
Note: The rates for DI double flanged pipes shall be reduced 5%, if used other than OHSR pipes.
-
-
-
100 mm
105
1850
194250
150 mm
40
2661
106440
200 mm
40
3481
139240
250 mm
20
4695
93900
450 mm
20
10389
207780
600 mm
10
16214
162140
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
2388.7
1947
4650798.9
150 mm dia
1062.5
2801
2976062.5
200 mm dia
1229
3664
4503056
250 mm dia
286.8
4942
1417365.6
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; (excluding earthwork, internal lining and outer 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.
For Pump & ESR Piping
-
-
-
100 mm dia 6.0 mm thick
325
1913
621725
150 mm dia 6.0 mm thick
602
2816
1695232
200 mm dia 6.0 mm thick
133
3479
462707
250 mm dia 6.0 mm thick
147.5
3691
544422.5
350 mm dia 6.0 mm thick
104.5
5546
579557
400 mm dia 6.0 mm thick
75
6325
474375
450 mm dia 6.0 mm thick
23
7104
163392
500 mm dia 6.0 mm thick
20
7883
157660
600 mm dia 6.0 mm thick
23
9441
217143
900 mm dia 8.0 mm thick
23
18862
433826
800 mm dia 8.0 mm thick
23
16785
386055
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 all types of Soils
-
-
-
upto 1.5 m
392889.35
172
67576968.54
Above 1.5 mtr and up to 3.0 mtr.
4000
189
756000
In Soft Rock
-
-
-
upto 1.5 m
243404.51
322
78376251.58
Above 1.5 mtr and up to 3.0 mtr.
4000
354
1416000
In Hard Rock (Blasting Probihited)
-
-
-
upto 1.5 m
132371.44
674
89218350.56
Above 1.5 mtr and up to 3.0 mtr.
2000
706
1412000
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, FloatLP 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
-
-
-
40 mm dia
172
11225
1930700
50 mm dia
121
11637
1408077
80 mm dia
34
14859
505206
100 mm dia
113
20215
2284295
Construction of RCC air valve pillar including GI pipes, flanges, bend, MS clamps, rubber sheet, nut bolts/jointing materials etc in M-20 grade cement concrete of 2m height from Natural Ground Level in required shape and size as per approved drawing in all types of soils/rock disposing of surplus excavated materials within a lead of 50 m as per approved drawing complete including all charges at appropriate location in pipeline as per specification mentioned in the scope of work and as per direction of Engineer In Charge. M.S pipes and fittings of dia.
-
-
-
Air valve pillar for air valves size of 80mm dia
327
11039
3609753
Air valve pillar for air valves size of 100mm dia
73
22100
1613300
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-EN1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG400/12 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.
Manually Operated Resilient Seated Sluice Valves of Class PN 1.6
-
-
-
80 mm dia
382
7877
3009014
100 mm dia
426
9960
4242960
125 mm dia
45
14730
662850
150 mm dia
341
16473
5617293
200 mm dia
182
25341
4612062
250 mm dia
47
42053
1976491
300 mm dia
5
53559
267795
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.
Motorized Sluice Valves with Electric Actuator and integral starter of Class PN 1.6 On Individual Delivery Pipe
-
-
-
100 mm dia
18
107537
1935666
150 mm dia
44
120432
5299008
200 mm dia
6
133923
803538
250 mm dia
5
153176
765880
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 Technical Specifications and as per direction of Engineer. Class PN 1.0
-
-
-
80 mm dia
382
2715
1037130
100 mm dia
413
3160
1305080
125 mm dia
45
4131
185895
150 mm dia
277
4964
1375028
200 mm dia
161
7383
1188663
250 mm dia
37
10111
374107
350 mm dia
8
15730
125840
400 mm dia
15
21306
319590
450 mm dia
16
24790
396640
600 mm dia
1
41641
41641
Providing, lowering, laying, 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 Technical Specifications and as per direction of Engineer.
-
-
-
100 mm dia
45
4423
199035
150 mm dia
110
8262
908820
200 mm dia
15
10186
152790
250 mm dia
16
13201
211216
350 mm dia
4
23102
92408
400 mm dia
3
30866
92598
450 mm dia
1
36301
36301
500 mm dia
1
44084
44084
600 mm dia
1
56355
56355
800 mm dia
3
103054
309162
900 mm dia
2
140920
281840
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 (Galvenised 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.Class PN 1.6, Manually Operated with Gear
-
-
-
350 mm dia
12
80641
967692
400 mm dia
21
106327
2232867
450 mm dia
23
134992
3104816
500 mm dia
1
169183
169183
600 mm dia
2
210140
420280
800 mm dia
3
383437
1150311
900 mm dia
2
496687
993374
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 (Galvenised 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. At Individual Delivery pipe
Note: Rates are exclusive of tail piece/ dismantling joints and earth work.
Class PN 1.6, Motorised Operated
-
-
-
350 mm dia
5
186260
931300
400 mm dia
4
213273
853092
Construction of Valve Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
For Class-AA loading
-
-
-
1200 x 900 x 1450 mm upto 150 mm
704
21491
15129664
1500 mm x 1200 mm x 1550 mm (upto 350 mm dia)
55
30192
1660560
1800 mm x 1500 mm x 1750 mm (upto 500 mm dia)
33
41077
1355548.26
Construction of Scour Valve Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
-
-
-
1200 x 900 x 1450 mm upto 150 mm
69
21720
1498694.49
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 dia
8
10938
87504
100 mm dia
55
13359
734745
125 mm dia
17
18559
315503
150 mm dia
78
20709
1615302
200 mm dia
45
26219
1179855
250 mm dia
9
60321
542889
Construction of Village Transfer Chambers
212
57025
12089300
GSM Modem for SMS Facility-24 V DC operated bulk flow meter to transmit reading of flow meter to LCC/MCC Centre
212
24799
5257388
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
11572.96
362
4189411.52
Granular courses
17359.42
259
4496089.78
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.
55927.79
653
36520846.87
Providing and laying in position cement concrete M10 grade nominal mix 1:3:6 (1 Cement : 3coarse 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.
33944.09
4033
136896514.97
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).
50916.08
5312
270466216.96
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. M20 Grade nominal mix (with graded stone aggregate 20mm nominal size)
412.23
4523
1864529.86
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level. Thermo-mechanically Treated bars (Conforming of relevent IS code)
12944.1
67
867254.7
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level.
964.8
150
144720.6
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)
-
-
-
100 mm thick
39388.7
291
11462111.7
SITC DOL Starter type LT Panel of following rating, all switchgears are of PHED approved makes, CRCA sheet of Panel enclosure is of TATA/ Essar 1.6mm/ 2.0mm thick duly Electrostatic Powder Coated with angle frame including other ancillaries ( Insulators, Acrylic Sheet , Baklight Sheet, Hardware, Wire, Name Plates, Lugs, Pvc Channel , Mcb Chanel , Lock, Hing , Bidding , Connectors, Netural Links , Sprial , Saddle & Packing Material ) etc. complete as per Technical Specifications and as per direction of Engineer-In-Charge.
-
-
-
DOL STARTER 2.2 KW (3 HP)- : For 2 motors (1 W+ 1S) I/C - MCB 25A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and O/G- MCB 16A ,TP, 10 KA, C Curve (2), Power Cont 9A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (4-6A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2)
11
45061
495671
Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels 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.
33880
37
1253560
Providing Household Tap Connection as per technical specification and approved drawing as per relevant IS code (amended up to date) from uPVC/DI/AC/MS/GI pipe line up to consumer meter/premises by using PVC/MS saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil (excluding road); 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 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including MS/PVC saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipe with fittings in the premises for fixing a tap / meter box (excluding) ,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 . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid seperately.
-
-
-
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
3891
1429
5560239
Providing Household Tap Connection as per technical specification and approved drawing and as per relevant IS code (amended up to date) from HDPE pipe line up to consumer meter/premises by using electro fusion saddle piece (Complete job).This job includes digging out suitable size of pits and trench for laying service line in all kinds of soil; 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 100 meter ; providing & fixing of all fitting duly approved in accordance with specification for potable water including electrofusion saddle piece, gunmetal ferrule 4.0 mm , GM Full-way Valve (IS:778 Mark) or wheel valve and specials, below ground level 20 mm nominal dia MDPE pipe PE 80 PN 16 as per ISO 4427 / 20 mm nominal dia PPR-C (Three layered) pipe PN16 SDR 7.4 (IS:15801:2008) (ISI mark) for and above ground level using 20 mm dia PPR-C pipe with standard PPR fittings/ 15 mm dia GI pipes with fittings in the premises for fixing a tap / meterbox (excluding) ,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 . The service line should be laid at least 45 cm below ground level.
Note: Road cut and restoration is not part of this item and paid seperately.
-
-
-
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
22051
1786
39383086
P& F Bib cock (IS : 8931 mark), superior quality of approved make , brss 400 gm, 15 mm nominal bore.
25942
271
7030282
Road cutting for house hold service connection in minimum trench width whereever road crossing is required. Road cutting of cement concrete,WBM, Black top etc. of all thickness shall be done by using a concrete cutter machine keeping minimum trench width and restoration of the road with Cement concrete with PCC M-10 and CC M-30 grade as per specification and direction of Engineer in charge.
38913
172
6693036
Add extra over item no 1.21 & 1.22 for providing 20 mm PE 80 PN 16 as per ISO 4427 MDPE pipe including excavation, providing, laying & jointing of service line above 5.00 mtr.
12971
40
518840
Add Extra on BOQ items 33.01 & 34.01 for providing PP mechanical Integrated saddle with inbuilt flow control valve made out of SS316 designed for 5 LPM discharge at 0.5 bar pressure, not exceeding the flow of 7 LPM at 2 bar and a compression elbow, moulded in single piece/ fusion welded in place of PVC/MS/electro fusion saddle piece and gun metal ferrule in case of uPVC/DI/AC/MS/GI/HDPE Pipeline.
The job includes Installation of precast cement concrete block of size (80cmx75cmx10cm) below the tap for placing bucket/pot (Complete job)
-
-
-
For connection with 20 mm dia MDPE/PPR-C pipe length up to 05 mtr.
25942
177
4591734
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 including electrical works for lighting and fans, rain water drainage. The plinth area of pump house shall be area of measurement.
1124.19
17485
19656462.15
Providing, installation, testing, trial run and commissioning of the following, as per specifications . Centrifugal HSC Pumps/Single/Multistage pumps with motors all other accessories of following duty conditions
-
-
-
ARAIN IPS - RCL-02-2-ARAIN - RCL-02-1-ARAIN - RCL-07-2-DADIYA - RCL-07-1-DADIYA ROUTE-3 of 23 LPS/95m head/(1 W + 1 S)/45 KW,Multistage 2900 RPM
90
4950
445500
IPS-ARAIN TO CPS-SINROJ ROUTE-1 of 22 LPS/90m head/(1 W + 1 S)/37 KW,Multistage 2900 RPM
74
4950
366300
IPS-ARAIN TO RCL-08-3-INDOLI TO RCL-13-1-DHOLPURIYA TO IPS-KISHANGARH ROUTE-2 of 134 LPS/115m head/(2 W + 1 S)/238 KW ,HSC 1500 RPM
714
4950
3534300
KALI DOONGRI PS - SCL-08-2-HARAMARA - SCL-06-1-BUHAROO - SCL-08-1-HARMARA - SCL-34-3-BHOJIYAWAS - SCL-13-4-TOKRA ROUTE-2 of 21 LPS/120m head/(1 W + 1 S)/55 KW,Multistage 2900 RPM
110
4950
544500
KALI DOONGRI PS - SCL-14-2-DHANI PUROHITAN - SCL-14-1-DHANI PUROHITAN - ACL-06-1-MAGRA - ACL-03-1 SARANA - ROUTE-3 of 16 LPS/105m head/(1 W + 1 S)/37 KW,Multistage 2900 RPM
74
4950
366300
KISHANGARH PS - SCL-15-KISHANGARH (RURAL) - SACL-29-UDAIPUR KALAN - SCL-29-SILORA - SCL-33-TIKAWARA - SCL-33-RAGHUNATH PURA ROUTE-1 of 25 LPS/125m head/(1 W + 1 S)/75 KW,Multistage 2900 RPM
150
4950
742500
KISHANGARH IPS - SCL-03-BARNA - SCL-03 GORDHANPURA - SCL-11-KADHA RCL-08-2-DEOPURI RCL-08-1-DEOPURI ROUTE-3 of 19 LPS/105m head/(1 W + 1 S)/45 KW,Multistage 2900 RPM
90
4950
445500
IPS-KISHANGARH TO CPS-KALIDOONGRI IPS-ROOPANGARH TO CPS-RALWATAN TO ROUTE-2 of 64 LPS/100m head/(2 W + 1 S)/125 KW,HSC 1500 RPM
375
4950
1856250
IPS-KISHANGARH TO CPS-KALIYANIPURA of 54 LPS/130m head/(1 W + 1 S)/160 KW,HSC 1500 RPM
320
4950
1584000
IPS-JUNIYA TO IPS-BORADA ROUTE-2 of 114 LPS/105m head/(1 W + 1 S)/200 KW,HSC 1500 RPM
400
4950
1980000
AKODIYA CPS - RCL-01-1-MOONDOTI - RCL-18-2-CHOTA LAMBA - RCL-18-1-CHOTA LAMBA ROUTE-2 of 14 LPS/75m head/(1 W + 1 S)/22 KW,Multistage 2900 RPM
44
4950
217800
KALYANIPURA IPS - SCL-17-3-KUCHEEL - SCL-17-1-BANSRA (MEHRAN) - ACL-07-1-BABAYECHA - ACL-07-2-BABAYECHA - ROUTE-1 of 18 LPS/80m head/(1 W + 1 S)/30 KW,Multistage 2900 RPM
60
4950
297000
KHERIYA KI DHANI PS - SCL-12-1-KARKERI - SCL-12-2-KARKERI - SCL-01-2-PADANGA - SCL-01-1-AMARPURA ROUTE-1 of 19 LPS/60m head/(1 W + 1 S)/22 KW, HSC 1500 RPM
44
4950
217800
KISHANGARH IPS - SCL-28-SARGAON - SCL-28- RARI ROUTE-2 of 15 LPS/70m head/(1 W + 1 S)/22 KW, HSC 1500 RPM
44
4950
217800
KOTRI PS - SCL-16-2-KOTRI - SCL-21-2-NOSAL - SCL-21-1-JHAG - SCL-05-2-BHILAWAT ROUTE-2 of 18 LPS/65m head/(1 W + 1 S)/22 KW, HSC 1500 RPM
44
4950
217800
PATAN PS - SCL-34-2-TILONIYA - SCL-19-2-NALOO - SCL-19-1-KAKNIYAWAS ROUTE-3 of 18 LPS/65m head/(1 W + 1 S)/22 KW, HSC 1500 RPM
44
4950
217800
SINROJ PS - RCL-17-1-SINROJ - RCL-04-1-GAHALPUR - RCL-04-3-JUGALIPURA - RCL-03-1-BHAMBHOLAO ROUTE-1 of 17 LPS/85m head/(1 W + 1 S)/30 KW,Multistage 2900 RPM
60
4950
297000
Providing and fixing at site with necessary packing, Horizontal Centrifugal Split Casting pumps with 4 pole induction motor operating at syncronised speed of speed 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.
-
-
-
IPS-KALYANIPURA TO CPS-KHERIYA KI DHANI ROUTE-1 of 35 LPS/80m head/(1 W + 1 S)/55 KW
2
424582
849164
IPS-KISHANGARH TO CPS-PATAN ROUTE-1 of 39 LPS/60m head/(1 W + 1 S)/45 KW
2
360058
720116
PATAN PS - SCL-23-CHOONDARI - SCL-07-DEENDWARA - SCL-07-TIHARI ROUTE-1 of 20 LPS/60m head/(1 W + 1 S)/30 KW
2
143411
286822
RALAWATAN PS - SCL-25-1-RALAWATAN - SCL-25-2-RALAWATAN - SCL-32-1-THAL - SCL-31-1-SURSURA - SCL-31-2-SURSURA ROUTE-1 of 33 LPS/65m head/(1 W + 1 S)/45 KW
2
424582
849164
ROOPANGARH PS - SCL-26-2-ROOPANGARH - SCL-04-3-PARLI BHOPTAN - SCL-04-2-BHADOON - SCL-30-2-SINODIYA ROUTE-2 of 22 LPS/65m head/(1 W + 1 S)/30 KW
2
360058
720116
ROOPANGARH PS - SCL-26-1-ROOPANGARH - SCL-22-3-NITOOTI - SCL-22-1-NITOOTI ROUTE-4 of 20 LPS/80m head/(1 W + 1 S)/30 KW
2
360058
720116
IPS-ROOPANGARH TO CPS-KOTRI ROUTE-1 of 20 LPS/60m head/(1 W + 1 S)/30 KW
2
282163
564326
IPS-BORADA TO IPS ARAIN ROUTE-1 of 167 LPS/55m head/(1 W + 1 S)/160 KW
2
1153789
2307578
IPS-BORADA TO IPS ARAIN ROUTE-2 of 161 LPS/65m head/(1 W + 1 S)/200 KW
2
1342126
2684252
Providing, installation, testing and commissioning of Centrifugal Monoblock pump set conforming to IS 9079 , 2 pole motor operating at syncronised speed of 3000 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.
-
-
-
2.2 KW (3.0 HP)
22
29371
646162
11.0 KW (15 HP)
8
71679
573432
15.0 KW (20.0 HP)
6
93815
562890
18.5 KW (25.0 HP)
14
123818
1733452
Providing, installation, testing and commissioning of following Stain less steel AISI 304 Expansion bellows of 10/16 bar rating with tie rods as per technical specifications and layout drawings including jointing material like nuts, bolts, rubber gaskets etc. complete in all respect as per technical specification and direction of Engineer In-Charge.
-
-
-
350 mm dia
10
21227
212270
400 mm dia
8
26314
210512
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/Meter 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 parameters 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.
-
-
-
100 mm dia
9
101884
916956
150 mm dia
22
125776
2767072
200 mm dia
3
130542
391626
250 mm dia
2
155982
311964
350 mm dia
1
261754
261754
400 mm dia
2
237746
475492
500 mm dia
1
360096
360096
Providing, lowering, aligning, fixing in position in pipe line, DI D/F resilient seated (soft seated) Swing type Non Return Valve of approved make of following Pressure rating & dia complete, generally confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Bonnet & disc 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 IS 5312 (part -1):2004 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 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- 410, Hinge SS AISI 316/410 ,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised 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. CLASS PN 1.6
-
-
-
100 mm dia
22
10860
238920
350 mm dia
5
110726
553630
400 mm dia
4
142875
571500
Providing, lowering, aligning, fixing in position in pipe line, DI double flanged resilient seated Dual plate check valave of approved make of following Pressure rating & dia complete, as per API: 594/ API: 598 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, Disc / plates - SG-400/12 or CF-8M,Face to face dimensions as per API: 594 , Flanges 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 and cover inside and outside . Disc seal ring of EPDM/ Neoprene (food grade quality) and disc seal retaining ring of SS/CS. Shaft of SS- AISI- 304/410 , Hinge SS AISI 316/304,Spring SS AISI 316/304,Bonnet Gasket EPDM ,Bush- Brass with EPDM/NBR "O "ring seal, Nut-Bolt confirming to IS:1363 and IS: 1367 (galvenised 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. CLASS PN 1.6
-
-
-
100 mm dia
18
11519
207342
150 mm dia
44
18052
794288
200 mm dia
6
31474
188844
250 mm dia
5
47476
237380
Construction of Flow Meter Chamber in required size and shape as per drawing including required excavation of earth in all types of soil such as murrum, sand, sandy silt, black cotton soil, hard soil, kankar and all types of rocks etc.,disposing of surplus excavated material within a lead of 50 meters. The work includes laying of 100 mm thick plain cement concrete 1:4:8(1 cement : 4 coarse sand: 8 graded stone aggregate 40 mm nominal size) in bedding and foundation, construction of 150 mm thick RCC walls in M-20 grade C.C., covering it with class -A loading ferro cement covers of required sizes and complete with removal of excess material and making clean the site upto the satisfaction of Engineer in charge
40
131261
5250440
Design & Construction of Rectangular 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 tender document
-
-
-
IPS Borada
1200000
4
5940000
Construction of RCC (Flat slab type) Clear Water Reservoir of following capacity 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 including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.
c) CWR 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 of CWR. 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. 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 roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).
i) Providing and fixing MS ladder from ground to top slab. 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 pipes 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 Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE-2,3 & 4
-
-
-
CPS- Kotri
150000
6
937500
CPS- Akodiya
150000
6
937500
CPS- Sinroj
250000
5
1350000
IPS- Roopangarh
250000
5
1350000
CPS- Ralawatan
300000
5
1578000
CPS- Kheriya Ki Dhani
300000
5
1578000
Construction of RCC (Dome type) Clear Water Reservoir of following capacity as per 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 including all labour and material charges including providing and fixing of accessories such as SS ladder, SS manhole frame and covers, water level indicator (float type), SS ventilator with SS screen, float valve, puddle collars, G.I. pipe railing around walk way, Top Dome/Slab, Staircase.
c) CWR 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 of CWR. 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. 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 roof slab to bottom Slab, inside container. Providing and fixing water level indicator (Float type).
i) Providing and fixing MS ladder from ground to top slab. 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 pipes 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 Partially Underground type clear water reservoir SBC 7 T/sqm, SEISMIC ZONE2,3
-
-
-
CPS- Patan
450000
4
2164500
IPS- Arain
550000
4
2519000
IPS- Kishangarh
1050000
4
4504500
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.
-
-
-
Rates for RCC OHSR,SBC 7 T/sqm, SEISMIC ZONE-II & STAGING 15 M
-
-
-
50 KL, Staging Height 15 m
50000
35
1761000
75 KL, Staging Height 15 m
375000
27
10286250
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).
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-
-
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.
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-
-
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II 18 M Staging
-
-
-
100 KL, staging Height 18 m
1200000
25
30216000
150 KL, staging Height 18 m
900000
19
17244000
200 KL, staging Height 18 m
400000
17
6844000
250 KL, staging Height 18 m
750000
16
12240000
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II 20 M Staging
-
-
-
100 KL, staging Height 20 m
1000000
27
27410000
150 KL, staging Height 20 m
450000
20
9319500
200 KL, staging Height 20 m
1000000
18
18240000
300 KL, staging Height 20 m
300000
16
5049000
Rates for RCC OHSR,SBC 10 T/sqm, SEISMIC ZONE-II 22 M Staging
-
-
-
100 KL, staging Height 22 m
100000
29
2933000
150 KL, staging Height 22 m
150000
22
3310500
Providing and fixing of flanged/ plain ended MS special of approved thickness by welding, lowering, laying, aligning, fixing in position at all level/ depth 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 up to 600mm dia (with minimum 5mm thickness sheet)
136635.6
122
16669543.69
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. Stone masonary in CM: 1:6 section of foundation above PCC, 600 mm (W )x 450 mm (D) and 450 mm (W) x 450 mm (D) 4. Superstructure work: Stone masonary in CM: 1:6, W-300, height-1650 mm,/ Brick work in CM: 1:6 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.
8000
5017
40136000
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.
19250
104
2002000
SITC of Ultrasonic Level Transmitter suitable for measuring water level in reservoir, powered by solar panel with minimum 48 power back up or internal installed battery ( 5 years battery life with replacement warranty), with out put as GSM/GPRS + data logger , Sensor Material: PP, 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
119
113050
13452950
Earth work in rough excavation, banking excavated earth in layers not exceeding 20cm in depth, breaking clods watering, rolling each layer with 1/2 tonne roller, or stone or steel rammers and rolling every 3rd and top- most layer with power roller of minimum 8-10 tonne capacity and dressing up in embankment for roads, flood banks marginal banks and guide banks or filling up ground depressions, lead up to 50 Mtr. and lift up to 1.5 Mtr.:
All kinds of soil
-
-
-
upto 1.5 mtrs
2250
247
555750
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).
675
3664
2473200
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints and cost of plastizers( if required) excluding the cost of centering, shuttering and reinforcement.
700
4643
3250100
Providing & fabricating steel reinforcement for R.C.C. work including cutting, bending, palcing in position and binding complete including cost of binding wire in foundations, Raft footing step Beams base of column etc. upto plinth level. Hot rolles deformed (IS:1139) cold twisted (IS:1786) bars.
22506.72
67
1507949.97
Earth work in excavation over areas (exceeding 30cm in depth, 1.5 Mtr. in width as well as 10 Sqm on plan) including disposal of excavated earth lead up to 50m and with all lift disposed earth to be levelled and neatly dressed:
486.58
192
93423.36
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 (with graded stone aggregate 20mm nominal size).
24.33
3664
89145.12
Providing and laying in position specified grade of cement concrete for all RCC structural elements upto plinth level including curing, compaction, finishing with rendering in cement sand mortar 1:3 (1 cement: 3 coarse sand) and making good the joints excluding the cost of centering, shuttering and reinforcement. M25
131.24
4523
593598.52
Filling available excavated earth (excluding rock) in trenches, plinth side of foundation etc. in layers not exceeding 20 cm. in depth, consolidating each deposited layer by ramming and watering including lead up to 50 meter and with all lift.
381.23
58
22111.34
Centering and Shuttering with plywood or steel sheets including strutting, propping bracing both ways and removal of formwork for foundation in basements rafts, footings, straps beams, bases of columns etc. up to plinth level.
-
-
-
Footing
173.52
150
26028
Centering & shuttering with plywood or steel sheets including strutting, propping bracing both ways with wooden members and removal of formwork for upto floor three level for :
-
-
-
Column
513.36
357
183269.52
Columns, pillars, posts and struts etc.
320.16
357
114297.12
Providing and fabricating reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding (including cost of binding wire) all complete up to floor three level.
-
-
-
Thermo-mechanically Treated bars (Conforming of relevent IS code)
6181.39
67
414152.8
33KV HT Panel (drowout type)
-
-
-
Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 33 KV Incomer VCB panel up to 630 A equipped with following switchgears and accessories designed & tested as per latest standard i.e. IEC 62271-200, suitable for STC 31.5KA/3 and IAC A-FLR for 31.5kA/1sec. Make of HT Panel, Vaccum Interrupter and VCB should be of same make. 33 KV / 110 Volts PT Class 0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 36 KV on incomer, Ammeter, analog type, selector switches for ammeters, Microprocessor based numerical relay with O/L, E/F and S/C protection, Set of dual core dual ratio 3CTs of suitable ratio with secondary 1A,15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter.
6
935179
5611074
Supply, Installation, Testing and Commissiong of indoor type floor mounted metal clad, 33 KV outgoing VCB panel up to 630 A equipped with following switchgears and accessories designed & tested as per latest standard i.e. IEC 62271-200, suitable for STC 31.5KA/3 and IAC A-FLR for 31.5kA/1sec. Make of HT Panel, Vaccum Interrupter and VCB should be of same make. 33 KV / 110 Volts PT Class 0.5 accuracy and 100 VA burden with 1No. Voltmeter (0-36 KV), analog type, selector switch for voltmeter and protection fuses/MCB for HT metering upto 36 KV , Ammeter, analog type, selector switches for ammeters, Microprocessor based numerical relay with O/L, E/F and S/C protection, Set of dual core dual ratio 3CTs of suitable ration with sec 1 of 15 VA burden and accuracy Class – 0.5 for metering and class 5P10 for protection, Multifunction Meter
12
865040
10380480
TRANSFORMERS
-
-
-
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. Transformers described as above and as per the following continuous rating
-
-
-
100KVA
4
834573
3338292
160KVA
8
927303
7418424
315KVA
2
927303
1854606
Earthing Schedule Plate Earthing as per IS:3043 with copper Earth plate of size 600mm x 600mm x 3.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer, nipple ,wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
114
5500
627000
Earthing Schedule Plate Earthing as per IS:3043 with G.I. Earth plate of size 600mm x 600mm x 6.0mm by embodying 3 to 4 mtr. below the ground level with 40 mm dia. G.I. 'B' class watering Pipe including all accessories like nut, bolts, reducer ,nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size300mm x 300mm complete with alternate layers of salt and coke/charcoal, testing of earth resistance as required.
78
2800
218400
GI Pipe, Class B, 40mm Dai with thickness of 3.610mm as per IS 1239 for the complete earthing system
768
250
192000
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 copper strip
500
1966
983000
50mm x 6mm G.I. Strip
1300
185
240500
32mm x6mm G.I. Strip
1300
117
152100
25mm x 6mm G.I. Strip
650
93
60450
Providing & Laying XLPE insulated IS:7098/II/85 of approved make H.T.cable for working voltage 33 K.V.Un 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 30cmx150cm 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.
-
-
-
3 core 240.0 Sq.mm
1600
2334
3734400
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. as required of following sizes.
-
-
-
3 core 240/300 /400 Sq.mm
60
12322
739320
3 core 240/300 /400 Sq.mm
46
18669
858774
Providing & 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, second Class bricks covering, refilling earth, compaction of earth, making necessary connection,Complete as per technical specifications and as directed by Engineer in charge.
-
-
-
240.0Sq.mm x 3.5 Core
200
1045
209000
120.0 Sq.mm x 3.5 Core
1200
602
722400
240 SQMM, 3 core
1000
929
929000
185 SQMM, 3 core
300
738
221400
90 SQMM, 3 core
200
454
90800
70 SQMM, 3 core
400
355
142000
50 SQMM, 3 core
800
284
227200
35 SQMM, 3 core
1400
242
338800
25 Sq.mm x 3 Core
1900
207
393300
16 Sq.mm x 3 Core
1300
168
218400
10 Sq.mm x 3 Core
200
161
32200
4.0 Sq.mm x 3 Core
8000
131
1048000
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
1300
176
228800
4C x 2.5 sq.mm
1300
202
262600
19 C x 2.5 sq.mm
500
670
335000
8C x 2.5 sq.mm
1000
329
329000
Supply, Fabricating & installing following 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 as required.
-
-
-
450mm x 50mm x 2.0mm
350
468
163800
600mm x 50mm x 2.0mm
350
526
184100
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.
-
-
-
100mm x 50mm x 1.6mm
1300
265
344500
150mm x 50mm x 1.6mm
1300
333
432900
300mm x 50mm x 1.6mm
650
518
336700
450mm x 50mm x 2.0mm
650
867
563550
Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 /2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR as per latest IS 1562 :2006., 33 KV, 3 mm thick with proof voltage 36 KV / 3 min. and Break Down
Voltage 65 KV
130
2302
299260
415 V LT Panel SITC of floor mounted PMCC (Indoor, Dust proff IP-4X front operated with 2 mm thick sheet metal compartmentalised) with all accessible parts, head shrinkable sleeves, SMC/DMC bus bar supports, padlocking facility on outgoing feeders etc.
-
-
-
Incommer feeder for (drowout type ) transformer 1600 A, 50KA, ACB 3 pole, Al Bus Bars,Digital Multifunction meter compatable to SCADA,metering,Protection CT's, IDMT 3-O/C & 1-E/F, indicating lamps, control fuse, wiring etc.complete in all respect of the size appxo 900(D)X.2400(H)X1000(D)
4
307830
1231320
Incommer feeder (drowout type )for transformer 630A/800A, 50KA, ACB 3 pole, Al Bus Bars,Digital Multifunction meter compatable to SCADA,metering,Protection CT's, IDMT 3-O/C & 1-E/F, indicating lamps, control fuse, wiring etc.complete in all respect of the size appxo 900(D)X.2400(H)X1000(D)
4
254057
1016228
Bus Coupler Feeder (drowout type ), 1600 A ACB, 50KA, 3 Pole without release with Al Bus Bars, Indicating Lamps, Control Fuses and wiring etc. complete in all respect. Size : 900(W) x 2400 (H) x 1000 (D)
2
268085
536170
Bus Coupler Feeder (drowout type ), 630/800 A ACB, 50KA, 3 Pole without release with Al Bus Bars, Indicating Lamps, Control Fuses and wiring etc. complete in all respect. Size : 900(W) x 2400 (H) x 1000 (D)
2
218208
436416
400 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D)
6
60007
360042
250 A MCCB Incomer (Fixed type ) with metering CTs, multi fuction meter compatible to scada, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect. Size:900(W)X600(H)X1000(D)
21
52993
1112853
MCCB up to 100A (Fixed type ) as outgoing CT's, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)300(H)X1000(D)
74
33511
2479814
MCCB up to 100A (Fixed type ) as outgoing CT's, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)300(H)X1000(D)
26
33511
871286
MCCB up to 100A (Fixed type ) as outgoing CT's, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)300(H)X1000(D)
13
33511
435643
MCCB up to 100A (Fixed type ) as outgoing CT's, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)300(H)X1000(D)
13
33511
435643
MCCB up to 100A (Fixed type ) as outgoing CT's, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 600(W)300(H)X1000(D)
7
33511
234577
250 A MCCB (Fixed type ) as outgoing CT's, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 900(W)600(H)X1000(D)
4
43642
174568
630 A MCCB (Fixed type ) as outgoing CT's, Ampermeter with SS, Voltmeter with SS, Indicating Lamps, Control Fuse, wiring etc. complete in all respect.Size: 900(W)X900(H)X1000(D)
2
70741
141482
SITC of Soft Starters with panel supplied by manufacturer conforming to applicable standards with logic inputs & outputs, relay outputs and analogue outputs, plug in I/O connections, display of electrical parameters, state of load & operating time, RS 485 serial link for connections to Modbus.
-
-
-
315KW
2
550000
1100000
200KW
2
303933
607866
160KW
7
277436
1942052
75KW
2
154718
309436
55KW
4
132812
531248
45KW
10
112221
1122210
37KW
6
100643
603858
30KW
10
91912
919120
22KW
10
82567
825670
S & F of Star delta Starter with MCB,Main and Aux Contactor,O/L Relay, L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB with panel with all accessories with following rating
-
-
-
18.5KW
14
1141
15974
15KW
18
1141
20538
11KW
6
10211
61266
From 3.3 KW to 7.5 KW DOL Starter Feeder with MCB,Main and Aux Contactor,O/L Relay,L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB (Size : 600 (W) x 400 (H) x 600 (D)
2
20262
40524
From 3.3 KW to 7.5 KW DOL Starter Feeder with MCB,Main and Aux Contactor,O/L Relay,L/R Selector Switch,3 Indicating lamps,Start-Stop Push Button ,Control MCB (Size : 600 (W) x 400 (H) x 600 (D)
10
20262
202620
433V APFC Panel section in cubicle made of CRCA sheet steel of minimum 2.5/2.0/1.6 mm thickness, comply with latest IS/ IEC, totally enclosed Operational on 3 Phase 415 voltages, 50Hz, neutrally grounded, IP 4X, The cubicle panel shall be vermin proof and dust-tight and shall be of compartmentalized type construction, nine tank pre-treatment process before powder coating, Paint Shade – Grey RAL 7032, gasket material- neoprene, AC/DC/CT wiring – 1.5/2.5sqmm PVC insulated Copper flexible wire, Heat shrinkable Colour coded PVC bus bar sleeves, cable entry Incoming – bottom and outgoing – Bottom as per requirement. The switchgears and control gears complete with all necessary supporting framework, nuts and bolts, Aluminum Bus Bar. The Indoor APFC Panel switchesgear (Air circuit breakers, MCCB, CTs, etc) and control gear (Microprocessor based APFC 8/12 Stage relays, APFC Duty Contactors, auxiliary contacts, Space heater and lighting, Digital A & V meters with Selector Switch, Phase Indications, Hooter, plug socket etc.) shall be mounted on the same panel Complete as per technical specifications and as directed by Engineer in charge.
1430
2200
3146000
SITC of Local Push Button station fabricated with 16 SWG CRCA sheet, painted with polyster Powder coated finish after chemical treatment with Folliwng items and accessories:- i Shrouded Type push button with 2 NO Contacts element for Start/forward-reverse. ii Lockable Mushroom head type push buuton with 2 NC Contact element. iii 2.5 Sqmm clipon type terminals as requried with 20% spares. iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried.
-
-
-
Local Push Button Station
74
2026
149924
Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning.
-
-
-
7 Mtr.
108
15962
1723896
Supply, Erection and Fixing of hot dipped galvanised Overhang (60 X 3.25 mm) with cap (250 x 137.9 x 4.05 mm) over the poles
-
-
-
Single arm overhang
108
1382
149256
P/ F IP-65/ IP-66 protected street light luminaries on bracket / Arm. Fixture made from powder coated single piece pressure die cast aluminum housing with heat dissipation fins on housing with high power LEDs . Diffuser / glass cover for ensuring IP-65 protection for lamp and control gear compartment, system lumen output of 100 lum/watt high power LED. Integrated driver shall be high efficiency having efficiency more than 85 % and in compliance to IEC standards. System life of 50000 burning hours with 70 % of initial lumens maintained. Fixture shall be in CE compliance. IP-65 protected LED street light luminaries
-
-
-
LED street light fixture 80-90 watt
108
8313
897804
P & F IP -65 protected integral flood light luminaire suitable for HPSV/ Metal halide lamp comprising of powder coated die cast aluminium housing, electrochemically brightened and anodized stippled aluminium reflector, covered with suitably gasketed heat resistant and toughened glass, porcelain holder, integral control gear box having copper ballast, capacitor, electronic ignitor prewired with pvc insulated copper conductor up to terminal block including making connection testing etc.
-
-
-
1 X 250 Watt
52
5313
276276
P & F High pressure sodium vapour/ High pressure mercury vapour/ Metal halide/ Halogen lamp as required. HPSV tubular lamp normal output.
-
-
-
250 Watt
52
261
13572
Providing and fixing in position lightening arrester set complete with 600mm x 600mm x 6mm thick G.I. earthing plate embedded below ground in earthling pit at 3.5 metre depth, G.I. strip of size 25mmx5mm thick from earthing plate to top of Over head tank, G.I. Finial made of GI bar 25mm dia and 2m long fixed on top of Building and connected to GI strip. The earthling set shall comply of IS:3043 complete in all respect as per specification and the direction of the Engineer.
26
12500
325000
Heavy Duty AL & CU Lugs, Double Compression Cable Gland with Nickel Plated, Cable Tie, Cable Tags, GI Nut- Bolts-Washers, Anchor Fastners, Clamps, Clips, Screw, Electrical Taps, HT Tap, Danger Plates, MCB, J bolts, First Aid box complete with all standard medical , 4.5 Kg. CO2 type portable fire extinguisher , Fire buckets with floor / wall mounting stand ect. required hardware & accessories for various sizes as per requirements.
13
19774
257067.98
33KV Switchyard Civil work for Transformers Foundation, Chain Link Fencying, MS Gate , Gravels, Cable Tranch, Earthing Chambers ect.
5
200000
1000000
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
7
1552591
10868137
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
8
1252882
10023056
HMI Display, Colour, 12" having Ethernet Port, USB Port ect.
13
160000
2080000
Quad-band GSM/GPRS modem with Ethernet bridge/ router/ serial server (RS232/485) interface.
13
117918
1532934
Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank.
-
-
-
2KVA
13
298726
3883438
1.5 Tons Split Type Air Conditioners with auto switch over circuit, 5 STAR RATING
13
73895
960635
Providing and laying Stranded/ Flexible Annealed Bare copper conductor ,XLPE/PVC insulated suitably laid up together overall polyester taped Al (inner sheeted GI Steel wire Mylar/Drain wire) along with ATC drain wire , round/steel Armoured overall PVC sheathed (ST-1) overall screened Core Armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.
-
-
-
1 SQMM, 12 Core
700
207
144900
1 SQMM, 24 Core
1300
334
434200
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 Pair Armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.
-
-
-
1 SQMM, 2 Pair
9000
128
1152000
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.
-
-
-
6C x 1.5 sq.mm
3000
186
558000
4C x 1.5 sq.mm
3000
152
456000
Providing, Installation, Testing and Commissioning of ULTRASONIC LEVEL TRANSMITTER for Water Application : Principle : Time of Flight / Sensor MOC PP / Process Connection 1 1/2 inch BSP or 2 inch BSP Threaded type / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66
-
-
-
0-5M
130
62890
8175700
Providing, Installation, Testing and Commissioning of PRESSURE TRANSMITTER for Water Application: 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
-
-
-
1/2" M (NPT)
77
70751
5447827
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
38
7075
268850
Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material of sensor and other wetted parts: SS type 316, Housing: Die cast aluminum, Switch type: Microswitch, Repeatability: ± 1% of span, Switch Contacts: 2 NO + 2 NC
38
6603
250914
Providing, installation, testing and commissioning of Level Switch ( Conductivity) Conductivity Probes: (i) Rigid for lengths of up to 3 meters (ii) Flexible for lengths above 3 meters (Rigid probes preferred), Probe insulation: Teflon, Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminum
13
31445
408785
Providing, installation, testing and commissioning of Capacitance Level Transmitter for tank /sump level Accuracy: ±1.5 % of span, Probe type: Rod, Probe material: SS type 316, Weather Protection Class: IP 65 of IS 13947 Part I, Output: 4-20 mA DC (Isolated), Material of wetted parts: SS 316, Probe insulation material: Teflon, Stilling pipe: SS type 316 with perforations
13
70751
919763
Providing, Installation, Testing and Commissioning of CHLORINE ANALYSER for Water Application: Transmitter : Range: 0.05 to 20 ppm, Power Supply 230 VAC, Input: 2 Digital Sensors - one for chlorine and second for pH, Output: 4-20mA HART, IP66/67 Protection / Tx protection cover required / Sensor Range 0-14 pH , able to transmit digital signal to transmitter, calibration data can be transferred to Transmitter , process temp: 65 deg cen/ Sensor range:0.05 to 20 mg/l
-
-
-
0.05 -20 mg/l
13
407997
5303961
Supply, installation, testing and commissioning of GSM /GPRS/ Cloud based data transmitter for Bulk Flowmeter (woltman Magnetic Pulse Output only ), Battery Powered -3VDC to12VDC , Model no- CT-DL-V1.0-100784, battery life 3-5 Years, Inbuild Memory fuction upto 2gb micro SD card supported to stroe the data in the absense of availabe mobile network, (1 no Data transmit in a day on cloud system), Encloser- ABS Protection-IP67/68, Operating tempreature -50-55 Deg. C. The VTC Inlet Flow Data shall be transmitt to the Respective MCC ROOM.
202
25500
5151000
Modular RTU complete with DI, DO, AI and modbus communication ports and power supply 12/24 VDC or for variable power supply using batteries, rechargeable batteries, solar or 10.8 V DC to 28.8 V DC with integrated modem; connection to control center via Communication protocols, on-board I/Os min. (4 DI, 2 DQ, 2 AI), configuration and diagnostics per web interface, RJ45 port, mobile communications antenna (GSM/UMTS), Mini SIM card, with adapter Micro SIM card also, GPRS (Multi-slot Class), 35 mm DIN rail mounting, TCP/IP, Open VPN-Client. Panel Enclosure for Modular RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem having IP-5X Protection. Panels shall be self-fabricate type only with Canopy. RTU application software (multiusers) shall be provided for pump houses, MCC, and Jal Dhara Commond centre at Jaipur Jal Bhawan.
117
72000
8424000
Supply, installation, testing and commissioning of MNRE approved off Grid Solar Panels 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 of minimum 15W-20W on frame structure. The Frame Structure needs to be mounted on top of Water Tank such that minimum height of lower edge of panel shall be 0.5 Mtr from top of Water Tank to safeguard against damage and theft as per indicative drawing enclosed with the bid document. The foundation of structure shall be bolted. Mounting structure shall be suitably designed to withstand wind velocity up to 150km/hr. The system should include a 12V Battery Charger with over charging protection, surge protection & auto cutoff facility including a 12V Battery of minimum 7-10AH capacity. 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.
117
19871
2324961.99
Cost for basic service charges, Administration and Management, running of office, staff quarters, comprehensive Operation, Maintenance and Repairs including Preventive Maintenance, IEC activities as per scope of work, cost of material required for maintenance & repairs, cost of lubricants, saltf for producing chorine, consumables spare parts (if the spare parts supplied to PHED are used in emergency) as per scope of work & items & conditions of contract no, amt will be paid for O&M in DLP
-
-
-
For the 1st year of O&M after DLP
1
10926550
10926550
For the 2nd year of O&M after DLP
1
11472875
11472875
For the 3rd year of O&M after DLP
1
12046519
12046519
For the 4th year of O&M after DLP
1
12648847
12648847
For the 5th year of O&M after DLP
1
13281284
13281284
For the 6th year of O&M after DLP
1
13945337
13945337
For the 7th year of O&M after DLP
1
14642628
14642628
For the 8th year of O&M after DLP
1
15374751
15374751
For the 9th year of O&M after DLP
1
16143470
16143470
For the 10th year of O&M after DLP
1
16950663
16950663
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