Urban Development Department Tender
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Costs
EMD
₹ 2,01,27,100Document Cost
Refer DocumentsTender Fee
₹ 25,000
Description
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Contact
Tender Id
2024_UDD_96049_1Tender No
JUIDCO/NIT/Chhtr-Hari/UWSS/638Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
GEM & Bid Advisory Services
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Documents
BOQ Items
1.5 - 2.5 m
317.3
-
-
2.5 - 3.5 m
298.65
-
-
3.5 - 4.5 m
280.55
-
-
4.5 - 5.5 M
263.02
-
-
5.5 - 6.5 M
246.06
-
-
6.5 - 7.5 M
229.66
-
-
7.5 - 8.5 M
213.83
-
-
8.5 - 9.5 M
198.56
-
-
Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
-
-
-
0 to 1.5 M
121.5
-
-
Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
-
-
-
1.5 M to 2.0 M
32
-
-
Earthwork in excavation (As per I.S 3114 /1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineer-in-Charge
-
-
-
Total Excavation in all type of Soil strata
-
-
-
For Classification of Soil Item -A
105486
-
-
For Classification of Soil Item -B
73840.55
-
-
E/W in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 1/2 km from centre of trench but upto 1 km with all lifts by tipper including construction and maintenanceof haul road all complete as per specification & direction of E/I .
-
-
-
Excavation in Hard Strata
31645.95
-
-
Earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto 50M including all lifts, evelling , ramming the foundation trenches, removing roots of trees , surbs all complete as per approved design, building specification and direction of E/I.
1108.34
-
-
E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling, ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
17.25
-
-
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/I
60.83
-
-
Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of Engineer -in- charge (for classification of soil item A & B )
180802.6
-
-
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I.
14783.29
-
-
Dewatering
-
-
-
Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete.
37050
-
-
RCC/PCC
-
-
-
Plain / Renforced Cement Concrete in open foundation complete as per drawing and technical specifications.
Footing - PCC Grade M20
39.58
-
-
Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of store chips 20 mm-6 mm size graded and clean coarsed sand of FM 2.5 to 3.0 including screeing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and directio of E/I
4501
-
-
REINFORCEMENT
-
-
-
Providing TOR steel reinforcement of 10 mm, 12 mm & 16 mm dia bars as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/I
b) 12 mm (TMT coil Fe500)(only valid for TATA
139.02
-
-
Providing Tor steel reinforcement of 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carrriage of MS bars to work site. Including cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I. 10 mm (TMTcoil Fe 500)
65.66
-
-
Providing Tor steel reinforcement of 8 mm dia rods as per approved design and drawing excluding carriage of M.S. Rods to work site, cutting, bending, and binding with annealed wire with cost of wire removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
11.24
-
-
Road Cutting and Road Restoring
-
-
-
Supplying tools and cutting road as well restoring the same as per specification and direction of E/I.
-
-
-
Pucca Road (Except black top only taken out material to be used) for cutting road as per requirement.
78631
-
-
Water bound macadam road (taken out material will be used) for cutting road as per requirement and making good the same.
40678
-
-
Dismantling plain cement or lime concrete work including stacking serviceable materials in countable stacks within 15 meter lead and disposal of un-serviceable materials with all leads all complete as per direction of E/I
4501
-
-
Plaster
-
-
-
Providing 12 mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.
4310.59
-
-
Providing 6 mm thick cement plaster (1:4) in ceiling with clean coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.
366.31
-
-
Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I
50.7
-
-
Brickwork
-
-
-
Providing designation 75A brickwork in C.M. (1:6) in superstructure with approved quality of clear coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints cost of screening, materials, scaffolding, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
44.33
-
-
Providing designation 75A one brick flat soling joint filled with local sand including cost of watering taxes royalty all complete as per.building specification and direction of E/I
546.45
-
-
Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, materials, scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
462.57
-
-
Intake
-
-
-
Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note : Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable.30% payment shall be withheld for dismantling of coffer dam.
3234.08
-
-
V Wire Seive Bend box for intake cum infiltration well
'Design and supply of stainless steel all weldedwedge wire seive bend box screen for infiltration well.
seive 750mm x750mm ,slot 01-50 mm,MOC-SS 304,Side Fram SS 304
10
-
-
Rose Piece for intake wells
Material of rose piece screen, flange should be SS 304 and suitable to Slot of the rose piece will be 2 mm to 4 mm as per site requriement the slot shape should be widening in inwardly to reduce the water velocity.Screens will be as per IS 8110as per latest rivision ,SCREEN DIA X LENGTH,850 MM X 500 MM
4
-
-
Plain / Renforced Cement Concrete in well foundation complete as per drawing and technical specifications.
Footing- RCC M30
95.57
-
-
Plain / Renforced Cement Concrete in well foundation complete as per drawing and technical specifications.
Steining Wall - RCC M30
1415.46
-
-
Plain / Renforced Cement Concrete in well foundation complete as per drawing and technical specifications.
Top Slab - RCC M30
160.45
-
-
Supplying equipment and labour for back filling the excavated earth around steining well all complete as per specification and direction of E/I.
135.6
-
-
Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
42.7
-
-
Inside painting Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding, washing of floor and taxes all complete as per building specifciaction and direction of E/I.
75.4
-
-
Outside Snowcem Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including washing cleaning and preparing the walls, scaffolding, curing and taxes all complete as per building specification and direction of E/I
87.96
-
-
Ceiling whitewash Whitewasing three coats over new surface with approved quality of lime incuding cost of cleaning surface throughlly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
160.61
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters.
9
-
-
Window Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standards rolled 'z' and mullian steel sections and size a per IS 1038 Joints met and welded with 100*16*3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15*10*10 cm, size including cost of oxidized iron fittings with hinges, handle per steps, catch springs, 3 mm thick plain glass pens with aluminium beads and inner frame fixed with lugs with 20 mm long 6 3mm GI counter sunk machine screw and nuts and applying a coat of red lead paint carriage to ork site, hoisting and placing in position in all stories and taxes all complete as per building specification and diection of E/I
4.86
-
-
Concretina Door
Supplying, fitting and fixing Collapsible gate of approved size and make properly fabricated with vertical double channels 20 x 10 x 2 mm. at 100 mm. Centres and braced with MS flat diagonals 20x 3 mm with top and bottom rails of T. iron 40 x40x6mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage, hoisting and taxes all complete as per building specifications and directions E/I.
9
-
-
15" (380 mm) metal exaust fan
8
-
-
Five course water proofing on roof
a) Surface Preparation
b) 1st Coat
c) 2nd Coat
d) Protection of treated surface with PCC
e) Groove of PCC surface
160.52
-
-
Providing 50 mm thick cement concrete flooring (1:2:4) with 20 mm to 6mm, size graded Stone chips finished with flooring coat of neat cement in panels
160.52
-
-
Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates,gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
10% Extra for making holes
200 mm Dia 9.5 mm Thickness
42.6
-
-
FABRICATION OF M.S. PIPES & SPECIALS
Blast cleaning the surface of the old or new pipeline internally to remove all rust etc. complete, including providing copper slag/garnet, machinery, labour, cutting of pipes at required places and rewelding the same etc, complete as directed by Engineer-in-charge
MS Specials
127.8
-
-
Approach Bridge
-
-
-
Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 m and lift of 1.5 M all complete as building specification and direction of E/I.
51.17
-
-
Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. For Foundation - RCC-300
38.05
-
-
Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerincharge
including normal dewatering, centering, form work, compaction, finishing
the formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. For all types of columns - RCC-300
3.4
-
-
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. )
Beams - RCC-300
79.35
-
-
Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. ) Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase - RCC-300
15.75
-
-
Providing, fabricating and erecting hand railing for walkway, top dome slab, balcony, staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer
70
-
-
RWRM , CWRM & DISTRIBUTION
-
-
-
Providing and supplying ISI mark centrifugally cast (spun) ductile iron pipes of 100 mm and above all diameter for water works with socket and spigot ends confirming to IS.8329/2000 in standard working lengths of 4.5, 5.5 & 6.0 m for classification K-9 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining on inside surface with outside zinc and bituminous coating.
-
-
-
200 mm dia
1621
-
-
250 mm Dia
2368
-
-
300 mm Dia
3758
-
-
350 mm Dia
8779
-
-
400 mm Dia
399
-
-
450 mm Dia
20900
-
-
600 mm Dia
34600
-
-
Providing and supplying ISI mark centrifugally cast (spun) ductile iron pipes of 100 mm and above all diameter for water works with socket and spigot ends confirming to IS.8329/2000 in standard working lengths of 4.5, 5.5 & 6.0 m for classification K-7 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one no. gasket for each pipe). Rate are exfactory excluding transportation, taxes & duties contractor profit and over head charges etc.
-
-
-
100 mm dia
99220
-
-
150 mm dia
21374
-
-
200 mm dia
15364
-
-
250 mm dia
4642
-
-
300 mm dia
2798
-
-
350 mm dia
6823
-
-
400 mm dia
3804
-
-
Providing, supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including all taxes etc. complete as per IS 9523 class K-12 9 ex - factory).
Socketed
-
-
-
100 - 300 mm dia
13082.83
-
-
300- 450 mm dia
70342.28
-
-
350 - 450 mm dia
204509.51
-
-
500-600 mm dia
161557.71
-
-
Supplying labours, tools, tackles, lubricant etc. for laying and jointing DI/C.I.S/S Tyton pipes (class LA) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and taking gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete , laying of pipes is to be done as per (I.S.S. 3114 -1985) as per design, specification and direction of E/I.
-
-
-
100 mm dia
99220
-
-
150 mm dia
21374
-
-
200 mm dia
16985
-
-
250 mm Dia
7010
-
-
300 mm Dia
6556
-
-
350 mm dia
15602
-
-
400 mm Dia
4203
-
-
450 mm Dia
20900
-
-
600 mm Dia
34600
-
-
Supplying labours, tool and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe all complete as per specification direction E/I
-
-
-
100 mm dia
98446
-
-
150 mm dia
21374
-
-
200 mm dia
16777
-
-
250 mm Dia
7010
-
-
300 mm Dia
6556
-
-
350 mm dia
15254
-
-
400 mm Dia
4203
-
-
450 mm Dia
20900
-
-
600 mm Dia
34600
-
-
Labour charge for one cutting of cast iron/DI pipe & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.
-
-
-
100 mm dia
1985
-
-
150 mm dia
428
-
-
200 mm dia
340
-
-
250 mm Dia
142
-
-
300 mm Dia
132
-
-
350 mm dia
313
-
-
400 mm Dia
86
-
-
450 mm Dia
418
-
-
600 mm Dia
692
-
-
Providing double flange sluice valve confirming for IS- 14846 including worn gear arrangements as per test pressure, stainless steel spindle, caps, including inspection charges, transportation upto departmental store, unloading, stacking levied by GOI & GOM in all respect etc. PN-1.6 Without by pass complete.
-
-
-
Sluice Valve
-
-
-
350 mm dia
10
-
-
600 mm dia
2
-
-
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.
-
-
-
Sluice Valve
-
-
-
450 mm Dia
10
-
-
300 mm Dia
2
-
-
Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI&GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part (1984) Without by pass arrangement PN-1.6
-
-
-
Non Return Valve
-
-
-
350 mm dia
4
-
-
400 mm Dia
2
-
-
450 mm Dia
2
-
-
600 mm dia
10
-
-
Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. Kinetic Air Valve Flanged Type - PN -1.6
-
-
-
80 mm Dia
19
-
-
100 mm Dia
44
-
-
150 mm dia
131
-
-
Lowering, laying and fixing in properalignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves) Air Valve Double Ball (PN-1 and PN - 1.6)
-
-
-
80 mm Dia
36
-
-
100 mm Dia
74
-
-
150 mm dia
76
-
-
Providing double flange sluice valve (50 mm to 1200 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.
Without bypass arrangement - PN - 1
-
-
-
Scour valve
-
-
-
80 mm
67
-
-
100 mm
19
-
-
Providing, double flanged short bodyProviding, double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS-210 Gr.CF 200
generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub
shaft of stainless steel riding in teflon bearing including inspection charges, transportation up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. excluding C.C. foundation structural steel support.
Butter fly valve PN-1.6
-
-
-
200 mm
1
-
-
250 mm
3
-
-
300 mm
3
-
-
350 mm
2
-
-
400 mm
5
-
-
450 mm
2
-
-
Providing double flange sluice valve (50 mm to 1100 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.
Without bypass arrangement - P.N - 1.6
-
-
-
100 mm Dia
103
-
-
150 mm Dia
45
-
-
200 mm dia
26
-
-
250 mm Dia
17
-
-
300 mm Dia
7
-
-
350 mm Dia
6
-
-
400 mm Dia
3
-
-
450 mm Dia
8
-
-
Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. Kinetic Air Valve Flanged Type - PN -1.6
-
-
-
80 mm Dia
17
-
-
100 mm Dia
41
-
-
150 mm Dia
4
-
-
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.
-
-
-
80 mm Dia
67
-
-
100 mm Dia
119
-
-
150 mm dia
41
-
-
200 mm dia
27
-
-
250 mm Dia
20
-
-
300 mm Dia
10
-
-
350 mm Dia
8
-
-
400 mm Dia
13
-
-
450 mm Dia
6
-
-
Providing, lowering, laying, aligning, fixing in position in pipe line Zero Velocity Valves of 600 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.
3
-
-
Providing, double flanged short bodyProviding, double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS-210 Gr.CF 200
generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub
shaft of stainless steel riding in teflon bearing including inspection charges, transportation up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. excluding C.C. foundation structural steel support.
-
-
-
Butter fly valve PN-1.6 ( 600 mm dia )
4
-
-
Providing, lowering, laying, aligning, fixing in position jointing in pipeline following dia D/F DI Plunger valve (Flow Control Valve) PN 1.6 class with electrical actuator suitable for SCADA compatibility complete (including jointing & jointing material) including all material, labour, testing and commissioning as per Technical Specification & as per direction of Engineer.
High Altitude Values
-
-
-
250 mm Dia
1
-
-
300 mm Dia
1
-
-
Lowering, laying and fixing in properalignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves)
Kinetic Air Valve (PN-1 and PN - 1.6)
-
-
-
100 mm Dia
11
-
-
150 mm Dia
59
-
-
Pressure Reducing Valve - Designing, Supplying, Installing, Commissioning & testing ofPilot operated hydraulically controlled Pressure reducing Valve for ESR/MBR outlet or distribution with pressure controlling / limiting application which maintains a constant downstream pressure regardless of fluctuations in inlet pressure or flow with fixed set points inclusive of all the accesories like pressure gauge etc. complete as per given specifications
-
-
-
100 mm
1
-
-
150 mm
1
-
-
200 mm
1
-
-
250 mm
1
-
-
300 mm
1
-
-
Providing and supplying C.I. D/F angle type spring loaded pressure relief valves of approved make and quality including inspection charges, transportation to departmental stores excluding GST levied by GOI & GOM in all respect etc.complete.
250 mm
1
-
-
Lowering, laying and fixing in proper alignment and position all types of C.I. D/F angle type spring loaded pressure relief valves including cost of all material, labour, cost of conveyance from stores to site of work and giving satisfactory hydraulic testing, etc. complete.(For all class of valves.)
1
-
-
Flow Meter for Pipeline & Scada
-
-
-
Full-Bore Electromagnetic Flow Meter:
Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications.
-
-
-
100 mm Nominal Dia Flowmeter
17
-
-
200 mm Nominal Dia Flowmeter
14
-
-
250 mm Nominal Dia Flowmeter
13
-
-
300 mm Nominal Dia Flowmeter
2
-
-
350 mm Nominal Dia Flowmeter
1
-
-
400 mm Nominal Dia Flowmeter
6
-
-
450 mm Nominal Dia Flowmeter
2
-
-
500 mm Nominal Dia Flowmeter
2
-
-
600 mm Nominal Dia Flowmeter
2
-
-
INTERMEDIATE BOOSTING PUMPING SYSTEM & Staff Quarter
-
-
-
Plain Concrete Cement (P.C.C)
Providing and laying in Position cement concrete of specific grades excluding the cost of centering and shuttering -All works up to plinth level : 1:2:4 (1 Cement : 2 Coarse sand (zone-iii): 4graded stone aggregate 40 mm nominal size)
Foundation
10.06
-
-
Reinforcement Concrete Cement (M-25 R.C.C)
Providing and laying in position machine batched and machine mixed design grade cement concrete for reinforced cement concrete work, using cement content as approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing, and reinforcement, including admixture in recommended proportions as per IS: 9103 to accelerate retard setting of concrete, improve workability without imparing retard setting of concrete, improve workability without imparing strength durability as per direction of Engineer-in -charge.
All the works upto plinth
55.5
-
-
Providing P.C.C. M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.
0.44
-
-
Reinforcement Concrete Cement (M-25 R.C.C)
Providing and laying in position machine batched and machine mixed design grade cement concrete for reinforced cement concrete work, using cement content as approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing, and reinforcement, including admixture in recommended proportions as per IS: 9103 to accelerate retard setting of concrete, improve workability without imparing retard setting of concrete, improve workability without imparing strength durability as per direction of Engineer-in -charge.
All the works above plinth level upto floor level
66.62
-
-
Providing R.C.C.M-200 with nominal mix of (1:1.5:3) in beam of all types with approved quality of stone chips 20mm to 6mm size graded and clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer and placing in position, vibrating, striking. curing (but excluding the cost of reinforcement, taxes and royalty all complete, as per building specification and direction E/I.
0.05
-
-
Centering and Shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of column for mass concrete
966.5
-
-
Providing two coat of oil bound distemper of approved shade and make over a primer coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffolding, washing floors and taxes all complete as per building specification and direction of E/I.
361.9
-
-
Providing two coats of synthetic enamel paint of approved shade and make over new wooden surface including cleaning the surface after removing dirt including scales, smokes, grease and sand preparing, including cost of scaffolding and taxes all complete as per building specification and direction of E/I.
24.2
-
-
Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I.
97.2
-
-
Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size ) over 75mm thick bed by dry brick ballast 40mm nominal size, well rammend and consolidated and grouted with fine sand, including necessary excavation, levelling, dressing & finishing the top smooth.
320
-
-
Providing and laying 25mm. thick kotah stone slab flooring of approved size, texture and colour over 19mm. thick base of lime morter (1:1:1) (lime putty:surkhi:coarse sand) laid over and jointed with grey cement slurry mixed with pigment to match the shade of slab including rubbing and polishing to granolithic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specificationand direction of E/I.
(iv) 600 x 600 mm size
91.31
-
-
Providing and laying 25mm. thick kotah stone tiles in risers of steps, skirting and pillars of approves size, texture and colour laid over 12mm. thick cement mortar (1:3) and joined with grey cement slurry mixed with pigment to match the shade of the slab including rub bing to granolilthic finish with approved quality of carborandum stone including cost of curing, taxes and royalty all complete as per building specificationand direction of E/I.
93
-
-
Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding curing and taxes all complete as per building specification and direction of E/I
253.75
-
-
Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat or 16 mm square bars fitted on 25x25x6 mm M.S angle frame as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l.
Window Grill
270
-
-
Providing and applying plaster of paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete.
382.67
-
-
Finishing walls with Premium Acrylic Smooth exterior paint with Silicone additives of required shade : New work (Two or more coats applied @ 1.43 ltr/ 10 sqm over and including priming coat of exterior primer
applied @ 2.20 kg/ 10 sqm)
382.67
-
-
Providing and applying white cement based putty of average thickness 1mm, of approved brand and manufacturer, over the plastered wall surfaceto prepare the surface even and smooth complete.
382.67
-
-
Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass / stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge
-
-
-
Window
-
-
-
For fixed portion - Powder coated aluminium (minimum thickness of powdercoating 50 micron)
35.64
-
-
For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required - Powder coated aluminium (minimum thickness of powdercoating 50 micron)
45
-
-
Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . : With float glass panes of 4.0 mm thickness
Window
13.68
-
-
Filling the gap in between aluminium frame & adjacent RCC/ Brick/ Stone work by providing weather silicon sealant over backer rod of approved quality as per architectural drawings and direction of Engineer-in-charge complete.
Upto 5mm depth and 5 mm width
14.4
-
-
Providing and fixing fan hook of 16 mm dia MS bar 1meter long bent to requried size and shape, placed in position and fixed in RCC slab/beam at the time of casting all complete as per building specification and direction of E/I
10
-
-
Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters
80x1.25mm M.S. laths with 1.25 mm thick top cover
10.5
-
-
Providing 12 mm thick water proof cement plaster (1:3) in CM 1:3 with clean coarse sand of FM 1.5 with 5% cico or any other approved water proofing compound all complete as per building specification & direction of EЛ.
26.7
-
-
Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete.
2
-
-
Supplying materials and labours for constructing inspection chamber of designation class 75-8 bricks size 750 mm deep, 600 mm x 450 mm internal dimension having 250 mm wall thickness in cement mortar (1.6) including 12 mm cement plaster (1:4) with punning on side and cement plaster (16) with 600 mm x 475 mm G.I. cover with frame (weight not less than 36Kg) along with earth work in excavation and 80mm thick PCC-(1:3:6) in foundation and refilling all complete as per specification and direction of E/I
2
-
-
Sanitary Installation
-
-
-
Supplying, fitting and fixing vitreous white glazed earthen ware I WC of Perry Hindustan or any other ISS approved make with 100mm HC.I. 'P' TRAP (15) Liters C.I. pull and let go flushing C.I.stern of names or other ISS equivalent make, complete with all fittings, C.. or C.C. brackets 32 MM alkathenae PVC telescopic flush, pipe about 2m long with one brass coupling and clamps G.I. Chain and pull including supplying and fixing a pair or vitreous white glazed earth ware footrest to be fixed in floor 50Gms., 15mm PVC Connection pipe 450 mm Long and the exposed pipe and C.I.stem with two coats of approved paint over a coat of red oxide primer etc. all complete as per specification and direction of EA.
580 mm long with 12.5 lit low level PVC cistern
2
-
-
Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of Perry of Hindustan or any other iSS approved make supported on painted C.I. or RS Brackets 32mm CI brass waste 15mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350grams 32mm PVC waste pipe 750mm long with brass coupling at one end and making plumber joints etc all complete as per specification and direction of EЛ.
2
-
-
Providing and fixing G.I inlet connection for flush pipe connecting with WC pan
2
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipe, having thermal stability for hot & cold water supply and all CPVC plain & brass threaded fittings, including fixing the pipe & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in charge 20 mm nominal dia pipes
100
-
-
Supplying and fixing of approved make (Conforming to IS :- 1879) all complete as per specification and direction of E/I
-
-
-
Elbow
-
-
-
(a)15mm dia
20
-
-
TEE(PLAIN)
-
-
-
(a)15mm dia
20
-
-
REDUCING SOCKET
-
-
-
(a)15mm dia
10
-
-
Nipple
-
-
-
(a)15mm dia
40
-
-
UNION SOCKET
-
-
-
(a)15mm dia
20
-
-
SOCKET
-
-
-
(a)15mm dia
20
-
-
BENDS
-
-
-
(a)15mm dia
20
-
-
Providing and fixing PTMT liquid soap container 109 mm wide, 125mm high and 112 mm distance from wall of standard shape withbracket of the same materials with snap fittings of approved qualityand colour, weighing not less than 105 gms
4
-
-
Providing and fixing mirror of superior glass (of approved quality)and requried shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing
Rectangular shape 453x357 mm
2
-
-
Providing and fixing brass ferrule with C.I mouth including boaring and tapping the main 15 mm nominal bore
10
-
-
Providing and fixing C.P.brass shower rose with 15 or 20mm inlet
100 mm diameter
4
-
-
Providing and placing on terrace (at all floor levels) polyctylene water storage tank IS: 12701 marked wit cover and Suitable Locking arrangement and Making neccessary holes for inlet outlet and overflow pipes but without fittings and the base support for tank.
1000
-
-
Electrification for Staff Quarter
-
-
-
Wiring for light/ceiling fan/exhaust fan/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core in surface/recessed PVC conduit, with modular switch, modular plate suitable GI Box etc as requried
-
-
-
Group A
20
-
-
Group B
20
-
-
Group C
20
-
-
S/F PVC Conduit:-
Supplying anf fixing of following sizes of PVC conduit along with assessories in surface /recess including cutting thw wall and making good the same in case of recessed conduit as requried .
20 mm
120
-
-
S/F PVC/G.I boxes:-
Supplying anf fixing of following sizes of PVC/G.I box on surface/recess with suitable size of phenolic laminated sheet cover in front including painting etc.as requried.
72mm x146mm x48mm deep/(4" x 7")
20
-
-
S/F Piano type switch socket:-
Supplying anf fixing of following panio type switch/socket on the existing switch box /cover including connection etc.as requried.
5/6 amp,two way switch
20
-
-
S/F Modular type electronic fan regulator:-
Supplying anf fixing stepped type electronic fan regulator on the existing modular plate & switch box including connections but excluding modular plate etc.as requried.
8
-
-
S/F Power Plug point with paino type accessories:-
Supplying anf fixing suitable size GI/PVC box of 121mm x 173mm x48 mm/(6" x 8") (nominal size) on surfaceor in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 15/16 amp piano type switch connection painting etc.as requried.
25
-
-
S/F celing rose:-
Supplying anf fixing 2 pin 5 amp .Celing rose on existing junction box/ wooen block including connection etc. as requried.
25
-
-
Erection on incandescent light fitting:-
Erection of wall bracket/cell fitting of all sizes and shapes containing upto two GLS lamp per fitting completewith all accessories including connection etc. as requried.
15
-
-
S/F HRC fuse type TP & N switch disconnector:-
Providing and fixing following TP & N diconnetors fuse switch unit in the existing metal board with ISI marked HRC fuses including drilling holes in metal board, making connection etc. as requried.
63 amp TP & N, HRC
10
-
-
S/F Pannel mounted change over:- Providing switches in existing cubical pannel board ,,making connetions earthing the body etc. as requried.
125 amp ,4 pole
6
-
-
S/F SP MCB DB:-
Supplying and fixing following way, single pole and neutral sheet steel, copper bus bar, neutral bus bar, earth bar ,din bar, interconnections, powder painted including earthing etc. as requried. (But without MCB/RCCB/Isolator)
12 way Double Door
10
-
-
Earthing with G.I earth plate 600mm x 600mm x 6mm thick including accessories and providing masonary enclouser with cover plate having looking arrangement and watering pipe etc. (with charcoal or coke and salt) as requried.
2
-
-
Fixing lightining conductor final:-
Fixing of lightining conductor final (single prong )with base plate including holes etc. complete as requried.
2
-
-
Erection of CC pole upto 1.1 m in B.B Erection of RCC /PCC pole of following length in brick ballast and ramming the foundation finishing with 150mm thick cement concrete (1:3:6) layer on top with including excavation and refilling rtc as requried.
Above 4.5meters and upto 6.5 meters
1
-
-
Supply Installation,testing and commissioning of following size celling fan 3 Blades confirming to IS 374:2019 including wiring the down rod of standard length (upto 30 cm )with 1.5 sq.mm FR PVC insulated, copper wire suitable for 230V 50Hz single phase supply etc complete as requried.
1200mm (48") Celing Fan
8
-
-
S.ITC of following rating surface mounted LED tube light fitting suitable for 230v 50Hz single phase supply etc. complete as requried
10/12W LED Tube light
15
-
-
Celling fan 48" (1200mm)
8
-
-
RCC GSR AND SUMP in IBPS
-
-
-
Designing (aesthetically), and constructing RCC ground service reservoirs RCC sumps in M-300 mix. of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab top RCC roof slab / or dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion. to inside face of the container, including epoxy paint from inside including refilling and disposing of surplus stuff within lead of 50 M, all labour and material charges, for laying and jointing of pipe assembly for inlet, outlet washout, over flow and bye-pass arrangement consisting of C.I./ M.S. D/F. pipes, specials and valves of given diameters, providing and fixing accessories such as M.S. ladder inside and outside, C.I. Manhole frame and cover, water top slab, B.B. masonry chamber for all valves, ventilating shafts, including giving satisfactory hydraulic test and water tightness test as per IS code and providing three coat of cement paints to all expose surface of structure including roof surface etc. complete as per design data, criteria, obligatory requirements and detailed specifications incuding Landscaping, Gardening & Plantation etc
-
-
-
Anti -termite treatment shall be given for under-ground portion of the structure.
-
-
-
Notes
-
-
-
(1) The design shall be in accordance with various relevant I.S. specification (IS 456 / 2000, IS 875-1987, IS 3370-1965 or revised.)
-
-
-
2. Only M.S. bars grade I conforming to I.S. 432 part-l or high yield strength deformed bars conforming to I.S. 1786 or I.S.1139 shall be used. Grade- II M.S. bars shall not be used.
-
-
-
3. Entire structure shall be in M-300 only.
-
-
-
4. The scope of pipe assembly work shall be upto 5 metre beyond out side face of the wall cost of pipes valves specials is not included in the rate but dabour cost for laying and jointing is included
-
-
-
5. The G.S.R./Sump above 15 lakh "tres capacity shall be in two compartment.
-
-
-
6.The Job includes designing the structure for up lift pressure and dewatering if required during entire execution and disposal of surplus excavated stuff within lead of 50 metres as directed by Engineer-in-charge. If up lifts considered in design, then these rates shall be increased by 7.5%
-
-
-
7.G.S.R. outlets shall be with outh of approved pattern in bottom slab and cost of designing bell mouth is included in the rate. Sump well includes cost of suction pit required at bottom.
-
-
-
8. For pipe diameters upto 300mm only Clpipes and Cl specials shall be used. For pipe diameters above 300mm, M.S. pipes and specials minimum 10mm thick shall be used with proper anti corrosive epoxy treatment from inside and outside.
-
-
-
9.Cost of pump house is not included in these rates.
-
-
-
10. Above rates are applicable for Seismic Zones 2, 3 and 4.
-
-
-
11. 75% part rate shall be payable for reinforcement, concrete and plastering items of all types of G.S.R. sand sump still satisfactory hydraulic testing for water tightness test is given and till that work shall be treated as incomplete.
-
-
-
1. 660000 liters ( 660 KL) - For IBPS
1
-
-
2. 265000 liters (265 KL) - For IPS
1
-
-
Water Treatment Plant - 21.12 MLD
-
-
-
Designing (aesthetically ), providing constructing and commissioning Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by Engineer-in-charge (turn-key job).
-
-
-
Aeration Fountain- Plan are a not less than 0.625 square metre per MLD
-
-
-
Ventury Flume - With necessary devices, consisting of simple mechanical indicator. (Pedestal type gauge)
-
-
-
Flash Mixer-Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec -1, vane mixer type conforming to I.S. 7090 of 1985.
-
-
-
Flocculator – Conforming to I.S.7208-1974 (Type-C) with detention period of 30 minutes.
-
-
-
Clarifier - Horizontal flow circular tank, detention period 2-5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), Weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to I.S. No. 10313-1982. with necessary inlet arrangements.
-
-
-
Rapid Sand Filter sand Filter House-Filter designed for filteration rate of 5,000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width with constant rate filtration or declining rate filtration.
-
-
-
FilterSand-Effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75M, free board 50cm, gravel 0.45M in depth, sand and gravel conforming to I.S. 8491 (i)-77, back wash by air wash, standard appurtenances (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.
-
-
-
Wash Water Tank-Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 minutes @ 600 lit/sqm/min. under a head of 12 m at under drain.
-
-
-
Wash Water Pumps- Capacity to fill water tank in 1 hour with 100% standby.
-
-
-
Air Blowers-Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4kg / sq.cm at the under drains (100% stand by) for period of 5 min.
-
-
-
Chemical House in Two Storeys
-
-
-
Ground floor to accommodate 7 days' alum requirement and sundry storage. (Minimum 4 m height)
-
-
-
First floor to accommodate alum and lime tanks. Chain pully block etc. (min. 5 m height)
-
-
-
Solution tanks-Minimum 3 tanks (one for preparation, second for dosing and third as stand by), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution upto 10% only) conforming to I.S. 9222 Part-I 1979.
-
-
-
Pure Water Sump and Pump House.
-
-
-
Capacity of sump – One hour of designed flow.
-
-
-
Pump House- Pump house of required size over the sump or by the side.
-
-
-
Store House-Suitable for alum storage of three months and 7 days temporary storage, 7 days TCL requirement in mansoon with 20% extra capacity for other sundry articles.
-
-
-
Vacuum feed type Chlorinators- Make tobe approved by MJP.
-
-
-
Conforming to I.S. 10533 - A Part-II 1983
-
-
-
Rate for withdrawal
-
-
-
Temperature Degree 'C'
-
-
-
Degree "C" Cylinders
-
-
-
45 67 Tonnes
-
-
-
10 6.35 9.50 110
-
-
-
15 10.75 16.10 130
-
-
-
20 14.50 21.24 254
-
-
-
27&Above 18.70 28.12 315
-
-
-
Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983.
-
-
-
100% standby shall be provided.
-
-
-
By pass arrangements - C.I. or M.S. pipes.
-
-
-
Disposal of waste from WTP : Safe disposal arrangement to nearby nalla including cost of pipe.
-
-
-
For WTP of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided , including sump, pumping machinary, rising main etc. complete.
-
-
-
Drainage arrangements To decant all units of WTP with CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.
-
-
-
Electrical installation – Both internal and external including entire plant area.
-
-
-
Laboratory equipment –As per requirement (to be specified during tendering).
-
-
-
Sanitary blocks – Carpet area -15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld.
-
-
-
Administrative block and internal road-To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and WBM road to connect all units from main gate of plot.
-
-
-
Rates given below are inclusive of up lift pressure if any and dewatering during entire work.
-
-
-
All pipes conduits channel with 20% overloading.
-
-
-
These rates are applicable for seismic zones 2, 3 and 4.
-
-
-
All RCC structures shall be constructed in M-300
-
-
-
Note: Conditions from Sr. No. 1 to 22 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants (proposed).
-
-
-
Cost of 21.12 MLD Conventional Water Treatment Plant
1
-
-
Connecting Pipe for direct connect to Sump
-
-
-
Providing and supplying ISI mark centrifugally cast (spun) ductile iron pipes of 100 mm and above all diameter for water works with socket and spigot ends confirming to IS.8329/2000 in standard working lengths of 4.5, 5.5 & 6.0 m for classification K-9 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining on inside surface with outside zinc and bituminous coating. 600 mm Dia
10
-
-
Providing, supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including all taxes etc. complete as per IS 9523 class K-12 9 ex - factory) inspection charge tranportation, CP extra.
Socketed - 500 -600 mm dia
46.7
-
-
Supplying labours, tools, tackles, lubricant etc. for laying and jointing DI/C.I.S/S Tyton pipes (class LA) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and taking gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete and laying of pipes is to be done as per (I.S.S. 3114 -1985) as per design, specification and direction of E/I.
600 mm Dia
20
-
-
Supplying labours, tool and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe all complete as per specification direction E/I
600 mm Dia
10
-
-
Labour charge for one cutting of cast iron/DI pipe & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.
600 mm Dia
0.2
-
-
Electrical Works for Intake, IBPS and WTP
-
-
-
Supply, Installation, testing and commissioning of 11 KV Double Pole structure With Air Break SWITCH having following specifications :
(a) DP : Double pole structure made of two nos. 9 meter long PCC poles (400 Kg) & 7 nos. MS Channel each of size 100 mmx50mmx2500mm complete with earthing of the structure as per REC standards in all respect with nuts, springs washers, clamps as required.
(b) GO:Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3 phase, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 Nos pin insulator ,GI pipe of suitable length for operation. (c) DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators
(d) LA:3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv oh linewith rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required.
(e) JUMPERS: 3 no 11kv acsr conductors mounted on pin type insularors as required.
GENERAL:The go shall be operated by hand operated liver properly
earthed with provision for locking mounted at 3’
4
-
-
Providing and erecting Vaccum circuit breaker (VCB) panel indoor type including CT ofrequired ratio for metering and protection including 3 O/C and E/F relay and high speed trip relay.
3.3 kV system 1250 Amp 25 kA
6
-
-
SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries, FCBC ( Float cum boost charger)suitable for 415V +/-10%, 50 Hz , 1-ǿ / 3 -ǿ Input & 24/ 48 /110 V DC Output Natural Cooled, free standing in Sheet Steel enclosure,SCR controlled , regulation +/-1% , Efficiency 75% on FLAC/ DC Instruments, Selector Switch ,Built in DC Distribution Board (6 No MCB), indication , control 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 .
4
-
-
Iron core Oil Cooled Transformer with Copper Winding Conforming to IS 1180 (Part 1) of 2014
Supply and delivery of 11 KV/433 Volts, 22 KV/433 Volts, three Phase 50 HZ double wound oil immersed natural air cooled, core type continous rating, outdoor distribution power transformer with copper winding for voltage ratio 22-11 KV/433 volts between phases with neutral brought out at LV side. The transfer shall be contained in a mild steel plain & radiator cooled tank, conforming to IS 1180 (Part I) of 2014 with off-load tap switch for ±10% on L.V side and ±5 % on H.V.side. The transformer shall be supplied with first filling of oil and consisting of all the fittings and accessories such as Inspection cover,Oil level indicator with minimum and filling level markings, Externally operated off circuit tap changing switch with locking device & keys, H.V. Terminals- Bushings, L.V. Terminals cable box Rating plate, Two earthing terminals, Two lifting hooks etc complete as per IS 1180 (Part I) of 2014 and as amended thereafter.
1000 KVA/433
2
-
-
Iron core Oil Cooled Transformer with Copper Winding Conforming to IS 1180 (Part 1) of 2014
Supply and delivery of 11 KV/433 Volts, 22 KV/433 Volts, three Phase 50 HZ double wound oil immersed natural air cooled, core type continous rating, outdoor distribution power transformer with copper winding for voltage ratio 22-11 KV/433 volts between phases with neutral brought out at LV side. The transfer shall be contained in a mild steel plain & radiator cooled tank, conforming to IS 1180 (Part I) of 2014 with off-load tap switch for ±10% on L.V side and ±5 % on H.V.side. The transformer shall be supplied with first filling of oil and consisting of all the fittings and accessories such as Inspection cover,Oil level indicator with minimum and filling level markings, Externally operated off circuit tap changing switch with locking device & keys, H.V. Terminals- Bushings, L.V. Terminals cable box Rating plate, Two earthing terminals, Two lifting hooks etc complete as per IS 1180 (Part I) of 2014 and as amended thereafter.
750KVA/433
1
-
-
Iron core Oil Cooled Transformer with Copper Winding Conforming to
IS 1180 (Part 1) of 2014'Supply and delivery of 11 KV/433 Volts, 22 KV/433 Volts, three Phase 50 HZ double wound oil
immersed natural air cooled, core type continous rating, outdoor distribution power transformer with copper winding for voltage ratio 22-11 KV/433 volts between phases with neutral brought out at LV side. The transfer shall be contained in a mild steel plain & radiator cooled tank, conforming to IS 1180 (Part I) of 2014 with off-load tap switch for ±10% on L.V side and ±5 % on H.V.side. The transformer shall be supplied with first filling of oil and consisting of all the fittings and accessories such as Inspection cover,Oil level indicator with minimum and filling level markings, Externally operated off circuit tap changing switch with
locking device & keys, H.V. Terminals- Bushings, L.V. Terminals cable box Rating plate, Two earthing terminals, Two lifting hooks etc complete as per IS 1180 (Part I) of 2014 and as amended thereafter.
200 KVA/433
1
-
-
415 V, 10KA/1sec, Al busbar, 3phase 4wire LT Aux. Panel. Wall mounted. Enclosure shall be CRCA sheet, 1.6mm for non load bearing area and 2mm for load bearing area. Panel shall be compertmentalized only. Incomer= 200A TPN MCCB 1no. Outgoing feeder= 32A TPN MCB 6nos, 16A SPN MCB 6nos. Considering all metering and protection. Paint shall be as per IS 5.
3
-
-
APFC Panel
SITC of Automatic power factor correction panel with 125 kVAR Capacitor bank comprising with APFC relay, capacitor banks,contator,indicating lamp, power factor meter, free standing made of sheet steel enclosed, aluminium bus bar, earthing pads, complete with power & control wiring and suitable to improve the power factor of the system up to 0.98 lag.
3
-
-
SITC of Automatic power factor correction panel with 125 kVAR Capacitor bank comprising with APFC relay, capacitor banks,contator,indicating lamp, power factor meter, free standing made of sheet steel enclosed, aluminium bus bar, earthing pads, complete with power & control wiring and suitable to improve the power factor of the system up to 0.98 lag.
2
-
-
415V LT PCC at clear water pumping station
415 V, 10KA/1sec, Al busbar, 3phase 4wire LT Aux. Panel. Wall mounted. Enclosure shall be CRCA sheet, 1.6mm for non load bearing area and 2mm for load bearing area. Panel shall be compertmentalized only. Incomer= 100A TPN MCCB 1no. Outgoing feeder= 32A TPN MCB 6nos, 16A SPN MCB 6nos. Considering all metering and protection. Paint shall be as per IS 5.
1
-
-
FCMA / HFSR Electrical Soft starter
Providing erecting and giving test and trial of FCMA fully Automatic, Starter with DOL Soft Starter complete with main Contactor, VAF meter , PLC and HMI , push buttons and indications,FCMA module with bypass contactor and its control circuitry etc complete.
LG 6-16 - 180 HP
4
-
-
Supply , Installation, Testing and Comissioning of wall mounted Push Button station for AHU/Air washers made out from powder quoted CRCA sheet of 16 SWG , illuminated ON/OFF push button including making connections etc as required complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR
14
-
-
Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
3.5 core 185 sq.mm
200
-
-
Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Un-Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray (with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810. For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
3.5 core (185.0 Sqm.mm)
675
-
-
3.5 core (300.0 Sqm.mm)
185
-
-
4 core (16.0 Sqm.mm)
185
-
-
3 core (6.0 Sqm.mm)
180
-
-
3 core (2.5 Sqm.mm)
250
-
-
10 core (2.5 Sqm.mm)
250
-
-
Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Arrmoured Aluminium cable confirming to IS:1554 P-I / IS :7098 P - I of 1.1 KV with H4- Grade electrolytic aluminium conductor confirming to IS 8130 of purity 99.6 %, round / flat strip armouring of cables, Inner / outer sheath confirming to IS:5831 in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench / Cable tray(with cable tie) including testing etc. as required of following size. OEM must have it's own in house NABL accrediated Laboratory for testing procedure as per IS:10810.For additional technical parameters of product / work refer Annexure 'A' attached with this BSR
-
-
-
3.5 core (300.0 Sq. mm)
165
-
-
3.5 core (50.0 Sq. mm)
200
-
-
4 core (16.0 Sq. mm)
120
-
-
4 core (10.0 Sq. mm)
150
-
-
3 core (25.0 Sq. mm)
175
-
-
Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit as per PWD specification for electrical Works suitable for 11 KV / 33 KV cable with required components, prepration of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for streight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E- beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity. OEM test lab should be as per ISO 9001:2015 & 14001 : 2015 & reports submitted to engineer in charge including testing etc. as required of following sizes. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
-
-
-
3 core 120/150/185 Sq.mm
7
-
-
3 core 120/150/185 Sq.mm
7
-
-
3 core 240/300 Sq.mm
35
-
-
3 core 400 Sq.mm
30
-
-
3/3.5/4 x 1.5 sq.mm-6 sq.mm
30
-
-
16.0 sq.mm
40
-
-
2 x 10.0-16.0 sq.mm
60
-
-
Galvanized Cable trays
-
-
-
Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports etc. 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.
300mm x 62.5mm x 2.0mm
205
-
-
Earthing
-
-
-
Pipe Earthing as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in-charge during site visit and ensure to enter in measurment book.All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
50
-
-
50mm x 6mm G.I. ( Hot Dipped ) Strip
340
-
-
25mm x 6mm G.I. ( Hot Dipped ) Strip
300
-
-
10 SWG G.I. ( Hot Dipped ) Wire
230
-
-
Lightning Protection
-
-
-
Lightening Conductor of G.I. bar of 25mm dia& 2m long
5
-
-
20mm x 3mm G.I. ( Hot Dipped ) Strip
420
-
-
Supply and fixing of 1.6 mm thick MS 11 kV Danger plates as per IS
:2551-1982 & specification of Discom on the existing poles complete
in all respectas per PWD / DISCOM specification. All as per pre
approved by Engineer in charge. For additional technical
parameters of products/ work , refer Annexure "A" attached with
this BSR .
24
-
-
Indoor and Outdoor Illumination System
-
-
-
Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) and secondary lens on each LED & should be SMD type . The System level Luminaire efficacy =120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @=300 V AC and Auto resetting Safety ,Input Frequency 50Hz±3% Power Factor 0.95 driver Efficiency 85% ,THD(I) 10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current 1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened ,color Rendering Index 70 and CCT 5700K +355K. Surge protection shall be min ≥ 4 KV internal and min 10 KV external. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced. OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR LED Street Light fixture with Minimum lumen output 15000 lm
18
-
-
Providing & Fixing of IK10 IP65 protected 600 mm height LED Bollard Luminarie with base plate made of powder coated die cast alluminium housing with UV stabalized PC diffuser. The System level Luminous efficacy ≥ 90 Lumen/W. SMD LEDs is to be used, System CRI70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency 85%, PF0.9, THD20% and input Voltage range of 90-270V AC at 50Hz. System life of 30000 Burning hours with 70% of Initial Lumens maintained Light output in Cool white or Warm White Colour as per engineers choice. driver current 750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . Minimum lumen output 800 lm Bollard
8
-
-
Providing & Fixing of IK08 IP65 protected Top/Bottom mounted LED Post top Luminarie made of single piece construction powder coated die cast alluminium housing with UV stabalized Clear / frosted Polycarbonate diffuser and Aluminium anodised with sand blast reflector. The System level Luminous efficacy ≥ 100 Lumen/W. SMD LEDs is to be used, System CRI70, CCT: 3000/4000/6500 K. The integral electronic driver must be potted & has a unique BIS R number must be potted & has a unique BIS R number constant current and Internal/external surge protection device of min. 4KV(L-N) and efficiency 85%, PF0.9, THD10% and input Voltage range of 140-270V AC at 50Hz. System life of 50000 Burning hours with 70% of Initial Lumens maintained . Driver current 750mA. Fixture must be in compliance with BIS Standards and Trade mark Certificate complete in all respect.OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .Minimum lumen output 4500 lm Post top Luminarie
8
-
-
Providing and Laying RCC Foundation for Octagonal / Conical Street Light poles, High mast Poles as per Drawing attach at Table P-4 with Following Procedure & All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .
A) Excavation of Pit for Foundation Size upto required depth from Ground level
B) Dressing of Pit and Dry stone pitching 200 mm thick including supply of stones and preparing surface complete.
C) Providing and laying in position cement concrete of M-10 grade of 75 mm thickness
D) Reinforcement for R.C.C. work with TMT bars including straightening, cutting, bending, placing in position and binding all complete.
E) Centring and shuttering including strutting , propping etc. and removal of form work for Footing and Pedestal
F) Providing & Fixing of 2 no. Required Size PLB HDPE Pipe & Foundation Bolt with template as per OEM Recommendations.
G) Providing and Laying Reinforce cement Concrete of M-25 grade in Footing and Pedestal including Curing the foundation for 7 days.
H) Providing and Fixing Nosing Angle 40 mm x 40 mm x 6mm with 2 no. 100 mm long, 10 mm dia. Lugs on each face.Pole Foundation for Octagonal pole from 3 Mtr. To 6 Mtr.
18
-
-
Miscellaneous Items
-
-
-
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 .33 KV, class C 3 mm thick with proof voltage 36 KV AC (rms) for 3 min. and Break Down Voltage 65 KV AC (rms)
20
-
-
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 .3.3 KV, class A 2 mm thick with proof voltage 10 KV AC (rms) and Break Down Voltage 30 KV AC (rms)
36
-
-
Providing & Fixing of ISO Certified company made BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan as per PWD specification for electrical Works, Conform to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) or Quality Certification such as ISO – 9001 or above , with down rod up to 30 cm with secondary support safety cable ( steel wire ) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR . 1400 mm sweep. 1200 mm Sweep BEE 1 Star rated (service value =4.0 to 4.5 )
4
-
-
Providing & Fixing of IP20 SMD Mid Power LED batten type integrated light fixture made from Powder coated Extruded aluminium housing with in built driver , System lumen efficacy ≥ 110 lm/Watt output, internal surge protection of 2.5 KV with Short & Open circuit protection ,THD 10% , P. F.≥0.95, CRI 80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , Maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79 & LM80) certificate / Report from OEM shall be submitted. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .1170mm(+/-10%) LED batten with min. lumen output 2200 lm
12
-
-
Supplying and drawing Fire Resistant flexible / stranded bare copper conductor, PVC / XLPE insulated, overall aluminium mylar tape shielded ATC drain wire and outer PVC sheathed industrial Instrumentation (shielded)cables voltage grade 300/500 V as per BS /EN 50288-7 in existing surface or recessed PVC/ MS conduit/casing capping / Cable tray / Open Duct making connections, testing etc. as required. OEM Must have its own in house NABL lab setup for all testing facilities for cables. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .2 x 1.5 Sq.mm Armoured With Outer Sheath in Red Color
200
-
-
Cable termination
-
-
-
3 core 120/150/185 Sq.mm
5
-
-
3 core 120/150/185 Sq.mm
3
-
-
3 core 240/300 Sq.mm
4
-
-
3 core 50/70/95 Sq.mm
16
-
-
3/3.5/4 x 10.0-16.0 sq.mm
12
-
-
2 x 10.0-16.0 sq.mm
10
-
-
Mechnical Works at Intake , IBPS and WTP
-
-
-
VERTICAL TURBINE PUMP (WATER LUBRICATED) CONFIRMING TO IS1710/1989 (REAFFIRMED 2009) 1500 RPM SUITABLE FOR VERTICAL HOLLOW SHAFT SQUIRREL CAGE
Supply and delivery of Vertical type water/Oil lubricated statically, dynamically, hydraulically balanced turbine pump capable of discharging the following duty condition as given below due to all causes with surface discharge head confirming to IS 1710 and as amended as on date with accessories as per IS 5120/1977 ( Reaffirmed 2011 ) and as amended thereafter to suit the site condition. The speed, No. of stages, sizes of column pipes and line shaft indicated is based on site condition prevailing during investigation. The pump should be supplied with non reversible ratchet pin housing safety clutch, suction strainer etc. The Pump Bowl
assembly shall be with bronze impeller running at 1450 rpm. The pump includes suitable head shaft, suitable 1.5 metre long SS line shaft required Nos. to suit the well depth, Rubber line shaft bearing of required Nos., C.I Bearing retainer of required Nos., 100 litre HDPE Pre- lubricating tank with 20mm PVC Rigid pipe connection along with GM gate valves, Suitable ERW column pipe of each 1.5m long of required Nos. to suit the well depth, Suction bell mouth of suitable size, M.S. clamps suitable for column pipe/line shaft -2 set and Spanner - 1 set etc complete
FOR INTAKE -- Discharge : 522500 LPH or 8708 LPM, Head-125 M
FOR IBPS -- Discharge : 522500 LPH or 8708 LPM, Head-114 M
6
-
-
RATES FOR HORIZONTAL SPLIT CASTING CENTRIFUGAL PUMP (1500 RPM) confirming to IS 1520 Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double
flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase, 415 V, 50 Hz, 1500 RPM.
-
-
-
8677.2 LPM, 59 M (at WTP)
2
-
-
8744 LPM, 42 M (at WTP)
2
-
-
8744 LPM, 48 M (IPS)
2
-
-
Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking etc. complete. as per I.S.5312 Part I (1984)
Without bypass arrangement -PN - 1.6
(a) 200 mm dia
6
-
-
Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
6 mm thick
15
-
-
Providing double flange sluice valve (50 mm to 1200 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.
Without bypass arrangement -PN-1
200 mm dia
4
-
-
Lowering, laying and fixing in proper alignment and position all types of CI air valves as directed by engineer in charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing etc complete. (Rate for all class of valves.)
200 mm dia
4
-
-
Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including railway freight, inspection charges, unloading fromrailway wagon, loading into truck, transportation upto departmental stores, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. complete. Reflux valves as per I.S.5312 Part I (1984)
Without by pass arrangement - PN -1.6
200 mm dia
2
-
-
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
200 mm dia
2
-
-
Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. A) 250 mm dia
6
-
-
Providing double flange sluice valve (50 mm to 1200 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.
With bypass arrangement -P.N. -1.6
200 mm
4
-
-
Lowering, laying and fixing in proper alignment and position all types of CI air valves as directed by engineer in charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing etc complete. PN-1.6
4
-
-
Air Release Valve: Providing & supplying air valves as per IS 14845-2000 & MJP's standard specifications double orifice type combined with isolating sluice valve mounted in horizontal position and operated by wheel gearing, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcannite ball seating on moulded seat ring, inlet face & drilled, excluding all taxes (central & local), insurance, third party inspection charges, loading, unloading, transportation upo to departmental store / site etc. complete.
-
-
-
80 mm dia PN-1.6
6
-
-
Lowering, laying and fixing in proper alignment and position all types of CI air valves as directed by engineer in charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing etc complete. (Rate for all class of valves.)
80 mm dia - PN-1.6
8
-
-
Providing, erecting and commissioning single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block.
-
-
-
5 T Capacity - Above 6 m upto 8 m span.
2
-
-
10 T Capacity - Above 8 m upto 10 m span.
1
-
-
EOT Crane : - Providing, Erecting and Commissioning Single Girder electrically Operated Circular/Rectangular over head travelling crane with 6 m Lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54 control panel and down pendant control block.
-
-
-
For WTP- 5 T Capacity - Above 6 m upto 8 m span.
1
-
-
Square Bar / Rail :- Providing, erecting and fixing square bar of EN 8 as
rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and "J" bolts..
40x40 mm(EN 8)
60
-
-
Providing and supplying ISI mark centrifugally cast (spun) ductile iron pipes of 100 mm and above all diameter for water works with socket and spigot ends confirming to IS.8329/2000 in standard working lengths of 4.5, 5.5 & 6.0 m for classification K-9 suitable for push on joint (Rubber gasket D jointing) with cement mortar lining inside the pipes with outside zinc and bituminous coating (including cost of one no. gasket for each pipe). Rate are exfactory excluding transportation, taxes & duties contractor profit and over head charges etc.
-
-
-
200 mm dia
170
-
-
Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasket of S.B.R., complete with cast iron follower gland and M.S nut & bolts coated or otherwise protected from rusting and suitable for D.I pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete as per I.S-9523, @10% (Including 10% C.P.)
Socketed (200-300 mm dia)
417
-
-
Labour charge for one cutting of cast iron/DI pipe & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I. 200 mm dia
8
-
-
Supplying labours, tools, tackles, lubricant etc for laying and jointing DI/C.I. S /S tyton pipes (class LA) trenches, supplying rubber gasket (Rubber gasket confirming to I.S.S -5382 -1969) and making gasket joints including providing night guard, barrier and red light to safe guard against accident all complete (Pipe to be supplied departmentally free of cost and laying of pipes is to be done as per ( I.S.S 3114-1985 ) as per design, specification and direction of E /I
-
-
-
200mm dia
130
-
-
250mm dia
40
-
-
Ventilation System
-
-
-
Providing & Fixing of Heavy duty capacitor start, copper woind Double ball bearing 900/1400 RPM single phase Exhaust fan as per PWD specification for electrical Works, conforming to IS:2312 ISI marked in existing opening including making connections testing etc. as required. OEM shall be an ISO certified company. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR.
-
-
-
300 mm sweep (900/1400 RPM)
13
-
-
Fire Fighting System
-
-
-
Supply & Fixing of ABC Type (MAP 50) type powder Fire Extinguisher (Stored Pressure type) of following capacity duly current and valid BIS certification conforming to IS: 15683:2006, with Dry chemical powder used as extinguishing agent should be Mono Ammonium Phosphate 50% concentration conforming to IS14609:1999. OEM will produce supplier certificate complete with squeeze grip release valve, locking arrangement, pressure gauge and bracket including initial fill and wall suspension complete in all respect. Serial no. and date of manufacturing should be embossed or printed on the body of the fire extinguisher. The firm should submit the product certificate from an EN notified body & product performance test report from NABL accredited Lab as per IS 15683. . All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR. 4 kg
14
-
-
ESR ( Elevated Service Resevoir)
-
-
-
Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout,overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B.masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint tothe structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge.
-
-
-
The design of the structure be in accordance with relevant I.S.
specification (I.S. 3370 - 1965 or revised.)
-
-
-
The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 /
1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.
-
-
-
For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
-
-
-
Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
-
-
-
These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity
-
-
-
Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300
-
-
-
These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
-
-
-
All conditions given in the Member Secretary's Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.
-
-
-
75% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
-
-
-
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column
-
-
-
For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.
-
-
-
Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
-
-
-
For Chhattarpur
-
-
-
1. ESR - 1880 KL , Staging - 22 m
1
-
-
2. ESR - 2270 KL , Staging - 27 m
1
-
-
For Hariharganj
-
-
-
1. ESR - 1520 KL , Staging - 25 m
1
-
-
2. ESR - 1920 KL , Staging - 23 m
1
-
-
House Service Connection
-
-
-
Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in charge.
-
-
-
A) Household Connection without water meter (Compression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe
-
-
-
For MDPE/UPVC Pipe Service Connection on Disribution main
-
-
-
(With Road Crossing)
For 15 mm Service connection
15669
-
-
I S I mark as per IS 779/1994
Providing, installing and giving satisfactorily field testing of domestic water meter, horizontal inferential type multijet type with magnetic drive and dry dial suitable for 50 degree temperature duly sealed against tampering complete with couplings at both ends and conforming to class B as per IS 779/1994 (VI revision) with ISI mark along with manufacturer's test certificates and guarantee certificates including cost of all labour and materials.
15 mm dia
15669
-
-
Supply and delivery of protection box of size 20cm x 30cm for fixing of Water Meter. The box should be rectangular base in construction and material of construction should be weather resistant polyethylene (PE) blue /black .Reinforcement rips should be provided at the walls of the box. Box should be at two components comprising body and lid. Lid should be press fitted to the body. No hinges should be used for opened /closed. Operation meter box should be provided with built in lock. The body as inlet and outlet windows to pass the pipe through suitable for use with pipes of sizes up to 1" .Base of the box should be designed in such a way That the box can be installed to the floor/wall using anchor Bolts / screws without grouting the entire base of the meter Box. Provision for fixing Name plate showing the name of the Department etc., complete and as directed by the TWAD Board Officers.
15669
-
-
N.H. CROSSING
-
-
-
Manufacturing providing and supplying spirally welded / ERW / SAW / Fabricated M.S. Pipes (Commercial Quality) including procurement of plates. Gas cutting to required size rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machine and forming 'v' edge on both ends of pipe including all taxes, railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading, stacking etc. complete as per IS - 3589 and IS - 5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
-
-
-
a) For 100 mm dia DI pipe - Dia of Pipe : 219.10.00 mm (O. D.) 9.5 mm thick MS pipe for Casing
180
-
-
b) For 200 mm dia DI pipe - Dia of Pipe : 273.10 mm (O. D.) 9.3 mm thick MS pipe for Casing
45
-
-
c) For 250 mm dia DI pipe - Dia of Pipe : 323.90.00 mm (O. D.) 9.5 mm thick MS pipe for Casing
45
-
-
d) For 350 mm dia DI pipe - Dia of Pipe :406.00 mm (O. D.) 10 mm thick MS pipe for Casing
45
-
-
e) For 450 mm dia DI pipe - Dia of Pipe :508.00 mm (O. D.) 10 mm thick MS pipe for Casing
90
-
-
Pushing of M.S. pipe of following dia for road crossing and raiway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter below 3.0 m depth including lowering, laying, jointing of M.S. casting pipe including cost of labour, fuel and material, required welding machinery, tripod, chain pulley block, crane, blower,etc., transportation and dewatering etc. complete as directed by Engineer in charge but excluding cost of M.S. pipe.
-
-
-
a) 200 mm to 499 mm dia MS pipe
315
-
-
b) 500 mm to 1000 mm dia MS pipe
90
-
-
Providing and applying primer first coat of intertol 49 W emaline 05/ 58 pipe coat or any other equivalent approved paint to the internal surface of pipeline at site, etc. complete.
-
-
-
First Coat
818.37
-
-
Second Coat
818.37
-
-
TRENCHLESS RAILWAY CROSSING
-
-
-
Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting micro-tunnelling or any suitable mechanical technology or technology approved by Railway below ground at all depth under running traffic condition as per 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 equipment’s 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 (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's.Providing MS cutting edges for front shield and Constructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit, PVC/Rubber saddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) Note- 1. Manual Pipe jacking is not permitted for workmen safety reasons. 2. Length of pipe shall be measured in between the outer wall of two manholes / Inspection chambers. Pipe in the manhole/inspection chamber’s wall shall deemed to be included in the item of manhole/inspection chamber shall not be payable.
-
-
-
600 mm dia 12 mm thick casing pipe
55
-
-
Providing and applying primer first coat of intertol 49 W emaline 05/ 58 pipe coat or any other equivalent approved paint to the internal surface of pipeline at site, etc. complete.
-
-
-
a) 600 mm dia MS pipe -
-
-
-
80 m X 3.142 X 0.600 (two surface)
-
-
-
First Coat
276.5
-
-
Second Coat
276.5
-
-
Boundary Wall - For WTP ,IBPS, ESR1 , ESR2 & ESR-3 - 640 m ,
-
-
-
Excavation for structures (earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for roadwork.)
644
-
-
Removal of unserviceable soil with disposal up to 1000 m (removal of unserviceable soil including excavation, loading and disposal up to 1000 m lead but excluding replacement by suitable soil which shall be paid separately as per clause 305.
264
-
-
Plain / Renforced Cement Concrete in open foundation complete as per drawing and technical specifications.
PCC Grade M20
32
-
-
Plain / Renforced Cement Concrete in well foundation complete as per drawing and technical specifications.
RCC Grade M25
292
-
-
Providing 2 coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing, and taxes all complete as per building specification and direction of E/I.
4752
-
-
Centering and Shuttering including strutting, propping etc. and removal of form for Foundation, footings, bases of column for mass concrete
2100
-
-
Providing two coats of synthetic enamel paint of approved shade and make over steel surface including cleaning the surface thoroughly cost of scaffolding and taxes all complete as per building specification and direction of E/I.
2182.5
-
-
Supplying, fitting and fixing M.S. grill made of 20x6mm M.S. flat or 16 mm square bars fitted on 25x25x6 mm M.S angle frame as per approved design and drawing, properly fabricated with joints continuous fillet welded and finished smooth , carriage of grill to work site, hoisting as per building specification and direction of E/l
15939.5
-
-
Estimate Of Approach Road
-
-
-
E/W in Soil by manual means, (Excavation for roadway in soil using manualmeans including loading in truck for carrying of cut earth to embankment site with all lift and lead upto 1000 meters) (ii) including Royality @ Rs. 30.0 Per cum, cost of watering, rolling & compaction
423.28
-
-
Granular sub-base with close graded material, plant mix method (construction of granular sub-base by providing close graded material, mixing in mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401) (i) for grading-I material
60
-
-
Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes/smooth 3 wheeled steelroller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill up the interstics of coarse aggregate, watering and compacting to the required density) (A) By manual means(i) Grading-I (a) Using Screening crushable type such as moorum or gravels(with vibratory roller)
10
-
-
Dry Lean Cement Concrete Sub -Base Construction of Dry lean cement concrete Sub- base over coarse and fine aggr o IS: 383, the size of coarse aggregate not exceeding 25 mm, aggregate cement ratio not to exceed OF 15:1, aggregate gradation after blending gregate to be as per table 600-1, cement content not to be less than 150 kg/ cum, optimum moisture content to be determined during trial length construction, concrete strength not to berless than 10 Mpa at 7 days, mixed in a batching plant transported toasite to site laid with a paver with electronic sensor compacting with 8-10 tonnes vibratory rolle finishing and curing.
60
-
-
VALVE CHAMBER
-
-
-
Construction of B.W masonry valve chamber of size 1.20X0.90X1.50 m.as per enclosed annexure. (up to 300 mm dia.)
419
-
-
Construction of B.W. masonry valve chamber of size 1.50x1.20x1.80 mt. as per enclosed annexure.(above 300 mm Dia.)
131
-
-
Thrust Block
-
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level. 1:2:4( 1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
468.14
-
-
Sludge Settling Tank
-
-
-
Providing P.C.C M-10 with nominal mix of (1:4:8) in foundation with approved quality of stone metal grade-III (50mm to 25mm), size clean coarse sand of F.M 2.5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
2.12
-
-
Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level. 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
Top Slab
11.1
-
-
Providing M.S. foot rests inclding fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1cement: 3coarse sand: 6 graded stone aggregate 20mm nominal size) as per standard design:
With 20x20 mm square bar
3
-
-
Providing and fixing in position pre-cast RCC manhole cover and frame of required shape and approved qrality . Circular shape 560mm internal dia.
1
-
-
Providing and Fixing soil ,waste and vent pipe: 75 mm dia sand cast iron socket & spigot pipe
5
-
-
SCADA
-
-
-
Supply,Installation,Testing & Commissioning (SITC) of centralized SCADA Monitoring center equipment
-
-
-
Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 1200 mm X 800 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following:- Programmable Logic Controller (PLC) with Dual Hot Redundant CPU, Power supply, Communication Module, IO & Processor rack (Standard DC), Back up Interface/Expansion Module, Rack (Backplane) 10 slots for IO and Processor. SCADA software shall have facility VPN, OPC, Smart Client, Web Enabled, Automation Report Generation, Archiving, Treands, Data Logging, etc.
1
-
-
DI
-
-
-
DO
-
-
-
AI
-
-
-
AO
-
-
-
MCB 16A DP
-
-
-
MCB 6A DP
-
-
-
SMPS 100-240VAC/ 4.5A / 24 VDC
-
-
-
Selector Switch (Auto/Manual) & Local / Remote
-
-
-
Control Relays
-
-
-
Annunciator with 24 Windows NO to NC Type Microprocessor Based, Window Size 75*42mm, 110VAC, with
-
-
-
Electronic Hooter
-
-
-
Control Transformer 200VA
-
-
-
Emergency STOP Push Button
-
-
-
Panel Cooling Fan & Filter
-
-
-
Panel Light with Door Switch, 7W
-
-
-
Control Indication Lamp for 24VDC, 220VAC
-
-
-
Push Button
-
-
-
Power Wiring+Control Wiring + Control TB/ Fuse 2A,TB etc
-
-
-
Panel Hardware, lugs, terminations, ferrules, name plate Etc.
-
-
-
UTILITY SOCKET 16A, 3 PIN
-
-
-
HMI Display 15 Inch, Colour
-
-
-
Isolators Dual Output, 24VDC
-
-
-
Ethernet Switch ( Managed)
-
-
-
Operator Station including, Core i7 processor, 8 GB RAM, 1TB SSD, DVD RW Drive, RS-232/485/RJ45 Port, 1 Parallel Port, 4 nos. USB Port, 2x Ethernet Cards, Keyboard, Optical mouse, 32'' LED monitor, Latest windows professional, Anti Virous, etc.
-
-
-
Engineering Station including, Core i7 processor, 8 GB RAM, 1TB SSD, DVD RW Drive, RS-232/485/RJ45 Port, 1 Parallel Port, 4 nos. USB Port, 2x Ethernet Cards, Keyboard, Optical mouse, 32'' LED monitor, Latest windows professional, Anti Virous, etc.
-
-
-
Run Time & Development Programming and Troubleshooting software for PLC, HMI, SCADA, VPN, Web Client - OWS
-
-
-
Black and white, A4 Size Laser Printer, copier Scan.
Hi-Speed USB 2.0 port; built-in Fast Ethernet 10/100Base-TX network port; built-in WIFI 802.11b/g/n
-
-
-
Online UPS 5 KVA with 60 min Backup time.
-
-
-
SITC of Intelligent Manageable Ethernet Switches providing 24 x 10/100/1000 Fast Ethernet ports- and 2 dual purpose uplink (provision for Copper / Fibre Giga connectivity) with LAN based Software. The LAN based S/W supports enhanced integrated security, including Network Admission Control (NAC), advanced quality of service (QoS), availability and scalable management to enable new converged applications
10
-
-
Supply, Installation, Testing, Intgeration & Commissioning of 49" LCD monitor at Conf. Room for display of total water system (Online)
9
-
-
Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, 3 Phase 415 V, 50 Hz with 2 hour backup SMF battery bank as per specification
7.5 KVA
2
-
-
Surveillance System
-
-
-
Desiging, supplying, installing, commissioning & testing of CCTV IR water proof camera suitable for upto 100ft. with control key board, DVR, Hard Disk,cables, UPT transreceivers etc. complete with not less than following specifications.
1. Four numbers of IP Camera with night vision functionality with range up to 30 meters. Camera construction shall be suitable for weather proof outdoor installation.
2. Eight Channel DVR with metal body construction, having software features of motion detect recording.
3. 3.5 inch 2 GB HDD
4. 8 port POE Switch
5. 32 inch LED Screen, Keyboard & mouse.
12
-
-
SITC of GPRS gateway PLC based along with necessary software and hardware, Controls 50 nos. SLC, 140-270Vac, CE/FCC certified communication module, Battery backup up to 24 hours, On-board 2 nos. current (4-20mA), and 2 nos. antilog voltage channel(1-10V), On-board RS485 Modbus interface
Three Phase
4
-
-
Telephone Accessories (WG-TW/TA) Supplying and installing, testing & commissioning of digital (hybrid) type EPABX of 6 x 24 extensions suitable upto 96 extensions complete.
1
-
-
Compact RTU complete with DI, DO, AI and modbus communication ports and power supply. // Compact RTU 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 Tele Control Basic, DNP3, IEC60870-5-104 and Communication protocols, on-board I/O (8 DI, 4 DQ, 4 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 10), 35 mm DIN rail mounting, TCP/IP, DNP 3, Open VPN-Client. Panel Enclosure for Compact RTU Location, wall/floor mounted along with wiring and related accessories and arrangement of mounting of RTU, Modem and having IP-5X Protection. Panels shall be self-fabricate type only with Canopy.
1
-
-
Supply, Installation, Testing and Comissioning of Window type Air conditioners as per BEE star rating complete with copper power cable upto 3 Mtr, wireless Remote, suitable for working between 230 V +/- 10% with low & high voltage cutoff and 50 Hz ,1 phase AC supply capable of performing, cooling, dehumidification, air circulation R-32/R-410 Green Refrigerant with Scroll / rotary compressor complete with fixing including T&P & labour etc as required complete in all respect as specified of following capacity. All as per pre approved by Engineer in-charge. For additional technical parameters of products/ work , refer Annexure "A" attached with this BSR .1.5 TR ISEER not less then 3.0
4
-
-
SITC of UL 10th edition / EN54 / VDS certified Microprocessor based inteligent, Analogue addressable,modular, expandable networkable loop Fire Alarm Control Panel with each loop capacity of min 125 detectors per loop with total of 125 detectors & devices with Loop length up to 1 KM as per NFPA 72 approval. The Panel shall be able to give pin point location of addressable units via the address code for each unit. The Panel shall also be able to automatically switch off all control switches when-ever any Alarm is triggered. . The panel shall have 230 + 5 % volts power supply, Automatic battery charger 24V, sealed lead acid maintanence free battries sufficient for 24 hours normal working and then be capable of operating the system for 30 minutes during emergency condtion. Loop interface cards, communication module, LCD/LED unit to indicate Fire / Fault Signal of individual unit, inbuilt networking port(both RS485&Ethernet),Serial port for printer,two supervisory inputs,two position key switch and USB port for programming.including the cost of all accessories Etc. 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 . 2 Loop Pannel
1
-
-
Ultrasonic level transmitter raddar type level transmeter for raw water pumping station
-
-
-
Designing, Supplying, Installing, commissioning & testing of Ultrasonic Raddar type Ultrasonic level transmitter CE marked with following technical parameters at Raw Water Pump House and Interfacing with PLC panel including mounting arrangement.
3
-
-
Output-4-20 mA / HART
-
-
-
Power supply - 24V DC ext.
-
-
-
Display - 4" LED
-
-
-
Range- 0 to …30... mtrs
-
-
-
Accuracy - +/- 0.25% of Full Scale or better
-
-
-
Enclosure- IP 68
-
-
-
Mounting - On PLC panel
-
-
-
Pressure Transmitter for raw & pure water pumping station
-
-
-
Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with following technical parameters at Raw Water Pump House and Interfacing with PLC panel including mounting arrangement.
28
-
-
Output 4-20 mA / HART
-
-
-
Power supply - 24V DC ext.
-
-
-
Display - 4" LED
-
-
-
Accuracy - +/- 0.1 % of full scale or better
-
-
-
Enclosure- IP 68
-
-
-
Pressure Guages at outlet line:- Providing, erecting Pressure gauge of required range complete with syphon tube, isolating cock suitable for 12 mm dia G.I. Pipe. Pressure gauge shall be installed as directed, with tapping on rising main.
Pressure gauge (150 mm dia)
35
-
-
Instrumentation cable (2 pair x 1sq.mm):- Designing, Supplying, Installing, commissioning & testing with Terminating & Interfacing of 2 Pair x 1 sq.mm as per IS 694 copper Shielded twisted, multistranded armoured cable on wall in GI tray or on ground.
800
-
-
Cable Trays:-Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports etc. 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 .
100mm x 50mm x 1.6mm
800
-
-
PLC panel for Raw water pump House with two Pumps
-
-
-
Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx. 1000 mm X 700 mm X 1500mm (LBH), fabricated out of min. 2 mm thick CRCA sheet powder coated to Siemens gray color. The Panel shall be provided with reputed make PLC with following accessories as well as input output configuration. The PLC shall be programmed with IEC 61131 standards for control, monitoring and communication of equipments & instruments at Raw water Pumphouse. PLC shall have Ethernet port & protocal for Modbus TCP communication with following IO.
6
-
-
DI
-
-
-
DO
-
-
-
AI
-
-
-
AO
-
-
-
7 inch color TFT HMI complete with programming shall be provided to interact with PLC. The panel shall include all the accessories (not limited to following) to achieve purpose of smooth & trouble free operation of pump house.
-
-
-
MCB 10A DP
-
-
-
MCB 4A DP
-
-
-
24 VDC Power Supply 10A
-
-
-
Push Buttons
-
-
-
Selector Switch
-
-
-
Control Contactor
-
-
-
Annunciator with 6 Windows
-
-
-
NO to NC Type
-
-
-
Electronic Hooter
-
-
-
Control Transformer
-
-
-
Emergency PB
-
-
-
Panel Cooling Fan
-
-
-
Panel Light with Door Switch
-
-
-
Control Indication Lamp
-
-
-
Wiring + TB etc
-
-
-
Hardware
-
-
-
Scada system for Raw water pump House
-
-
-
Design, manufacture, supply, installation, testing and commissioning of SCADA System for pump house. Windows based PC with latest configuration & OS complete with necessory office & antivirus softwares. PC configuration shall not be less than Intel i5 10th Gen CPU, 16 GB Ram, 128 GB SDD, 500 GB HDD, DVD RW, Rs232 & Rs485 port, 2 RJ45 ports, Keyboard, Optical Mouse, 32 inch color TFT Monitor, Latest Windows Pro OS, Microsoft Office & Antivirus & Internet Sequrity software for 3 years license.
6
-
-
SCADA Software of reputed company with developer & runtime license with minimum 256 number of Tags with following features & functions
-
-
-
1. Supervise real-time data in the form of graphical presentation
-
-
-
2. Control pumping processes locally or through Remote locations
-
-
-
3. Dynamic process Graphic, It should resemble the process mimic. SCADA should have good library of symbols so that develop the mimic as per required. When operator sees the screen he should know what’s going in plant.
-
-
-
4. Alarm summery & Alarm history, SCADA system must be able to detect, display, and log alarms and events. When there are problems the SCADA system must notify the operators to take corrective action.
-
-
-
5. Acquire real-time data as well as logs data with Real time trend & Historical time trend.
-
-
-
6.Web Connectivity, Real-time displays can be accessed on remotely attached PCs and notebooks using internet.
-
-
-
SCADA Programming shall be done so as operator can visualize and control complete pump house operation from operator desk. All important alarms & events shall be logged. All the data from field instruments & equipments shall be logged. There shall be provision to take reports in required formats of real time & historical data, events & alarms.
-
-
-
There shall be provision of broadcasting messages, emails of reporting information. There shall be provision of access security. An Industrial grade Din rail mounting ethernet switch with 5 ports shall be provided. An Industrial grade modem with 4G/5G GSM connectivity shall be provided.
-
-
-
Ultrasonic level transmitter for pure water pumping station
-
-
-
Designing, Supplying, Installing, commissioning & testing of Ultrasonic level transmitter CE marked with following technical parameters at pure Water Pump House and Interfacing with PLC panel including Mounting accesories.
5
-
-
Range- 0 - 5 mtrs
-
-
-
Output-4-20 mA / HART
-
-
-
Power supply - 24V DC ext.
-
-
-
Display - 4" LED
-
-
-
Accuracy - +/- 0.25% of Full Scale or better
-
-
-
Temp.- With Inbuilt temp compensation
-
-
-
Enclosure- IP 68 weatherproof
-
-
-
Mounting - Top/above FSL of Tank
-
-
-
Open channel type ultrasonic flowmeter with FIT
-
-
-
Design, Supply, Installation, Testing & calibration of open chanel type ultrasonic flow Transmitter CE marked with following technical parameters at Raw Water channel and Interfacing with PLC panel including mounting arrangement.
2
-
-
Range- 0 - 5 mtrs
-
-
-
Output-4-20 mA / HART
-
-
-
Power supply - 24V DC ext.
-
-
-
Display - 4" LED
-
-
-
Accuracy - +/- 0.25% of Full Scale or better
-
-
-
Enclosure- IP 68
-
-
-
Providing, installation, testing and commissioning of Level Switch (Conductivity) Conductivity Probes, Probe insulation: Teflon, Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminium Rigid for lengths of up to 3 Mtr.
4
-
-
pH Analyser
-
-
-
Design, Supply, Installation, Testing of pH analyser as per IUPAC( International Union for Pure & Applied Chemistry)at A.F. and Interfacing with PLC panel including mounting arrangement. Range : 0 ‐14 , pH Accuracy : Better than 0.1% of full scale , Supply Voltage : 24V dc, Output : 4‐20 mA /HART As per IEC 61000-6-2 & IEC 61000-6-3
4
-
-
Turbidity Analyser
-
-
-
Design, Supply, Installation, commissioning, testing of Turbidity Anayser as per ISO 7027 scattering light method at A.F. and Interfacing with PLC panel. Turbidity analyser shall comprises of 3 components i.e. sensors,signal distributor and transmitter with indicator. with 2 Outputs, 1 to PLC & anather to Local Display with mounting arrangement.
2
-
-
Overall Range : 0 ‐ 2000 NTU
-
-
-
Accuracy : +/‐ 0.02 NTU
-
-
-
Supply Voltage : 230 V ac
-
-
-
Output : 4‐20 mA /HART
-
-
-
Residual chlorine analyser
-
-
-
Design, Supply, Installation,Testing of Residual chlorine analyser / meter must have automatic sensor cleaning facility at pure water sump and Interfacing with PLC panel. Residual Chlorine meter shall comprises of 3 components i.e. sensors,flow through assembly and transmitter with indicator and gives 2 outputs one to Local display & other to PLC including Mounting arrangement. Overall Range : 0 ‐ 8 mg/l (ppm) Accuracy : 2% of full scale Supply Voltage : 230 V ac Output : 4‐20 mA Membrane free sensor of 2 gold plated electrodes for long termstability and reference electrode (ag/Agcl) must be provided to avoid maintenance. IP 65 Nema 4 housing protection class required.
2
-
-
PLC Panel for WTP Automation
-
-
-
Design, manufacture, supply, installation, testing and commissioning of indoor type PLC panel of size approx. 1200 mm X 700 mm X 1500mm (LBH), fabricated out of min. 2 mm thick CRCA sheet powder coated to Siemens gray color. The Panel shall be provided with reputed make PLC with following accessories as well as input output configuration. The PLC shall be programmed with IEC 61131 standards for control, monitoring and communication of equipments & instruments at WTP Plant (raw water monitoring, alum dosing control, clariffaculator operation & control, recirculation & mud pump operation). PLC shall have Ethernet port & protocal for Modbus TCP
communication with following IO
3
-
-
DI
-
-
-
DO
-
-
-
AI
-
-
-
AO
-
-
-
10 inch color TFT HMI complete with programming shall be provided to interact with PLC The panel shall include all the accessories (not limited to following) to achieve purpose of smooth & trouble free operation of WTP plant.
-
-
-
MCB 16A DP
-
-
-
MCB 10A DP
-
-
-
MCB 4A DP
-
-
-
24 VDC Power Supply 10A
-
-
-
Push Buttons
-
-
-
Selector Switch
-
-
-
Control Contactor
-
-
-
Annunciator with 12 Windows
-
-
-
NO to NC Type
-
-
-
Electronic Hooter
-
-
-
Control Transformer
-
-
-
Emergency PB
-
-
-
Panel Cooling Fan
-
-
-
Panel Light with Door Switch
-
-
-
Control Indication Lamp
-
-
-
Wiring + TB etc
-
-
-
Hardware
-
-
-
SCADA system for WTP
-
-
-
Design, manufacture, supply, installation, testing and commissioning of SCADA System for WTP Plant, Sand Filter beds & pump house. Windows based PC with latest configuration & OS complete with necessory office & antivirus softwares. PC configuration shall not be less than Intel i5 10th Gen CPU, 16 GB Ram, 128 GB SDD, 500 GB HDD, DVD RW, Rs232 & Rs485 port, 2 RJ45 ports, Keyboard, Optical Mouse, 32 inch color TFT Monitor, Latest Windows Pro OS, Microsoft Office & Antivirus & Internet Sequrity software for 3 years license.
3
-
-
SCADA Software of reputed company with developer & runtime license with minimum 512 number of Tags with following features & functions.
-
-
-
1. Supervise real-time data in the form of graphical presentation.
-
-
-
2. Control WTP processes locally or through Remote locations.
-
-
-
3. Dynamic process Graphic, It should resemble the process mimic. SCADA should have good library of symbols so that develop the mimic as per required. When operator sees the screen he should know what’s going in plant.
-
-
-
4. Alarm summery & Alarm history, SCADA system must be able to detect, display, and log alarms and events. When there are problems the SCADA system must notify the operators to take corrective action.
-
-
-
5. Acquire real-time data as well as logs data with Real time trend & Historical time trend.
-
-
-
6.Web Connectivity, Real-time displays can be accessed on remotely attached PCs and notebooks using internet.
-
-
-
SCADA Programming shall be done so as operator can visualize and control complete pump house operation from operator desk. All important alarms & events shall be logged. All the data from field instruments & equipments shall be logged. There shall be provision to take reports in required formats of real time & historical data, events & alarms.
-
-
-
There shall be provision of broadcasting messages, emails of reporting information. There shall be provision of access security. An Industrial grade Din rail mounting ethernet switch with 5 ports shall be provided. An Industrial grade modem with 4G/5G GSM connectivity shall be provided.
-
-
-
Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, 3 Phase 415 V, 50 Hz with 2 hour backup SMF battery bank as per specification
20 KVA
1
-
-
EMP
-
-
-
Ambient Air Quality Monitoring- For parameters PM-2.5 & PM-10, SO2, NO2, CO from NABL approved laboratory and submission of report complete in all respect.
65
-
-
Ambient Noise Quality Monitoring - To Identify sources of noise, Noise due to traffic/transportation of vehicles, Noise due to heavy equipment operations, Duration and variations in noise over time etc. the equivalent noise levels shall be monitored (Lday and Lnight in Leq dBA) from NABL approved laboratory and submission of report complete in all respect
65
-
-
Surface Water Monitoring– Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual: PH, TDS, Electrical Conductivity (EC), Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, Dissolved Oxygen (DO), sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminium, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.
15
-
-
Surface Water Monitoring Collecting representative sample and Bacteriological Parameter testing of water from NABL approved laboratory as per CPHEEO manual: Total coliforms, faecal coliforms
15
-
-
Drinking Water Monitoring– Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual: PH, TDS, Electrical Conductivity (EC), Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, Dissolved Oxygen (DO), sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminium, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.
15
-
-
Drinking Water Monitoring Collecting representative sample and Bacteriological Parameter testing of water from NABL approved laboratory as per CPHEEO manual: Total coliforms, faecal coliforms
15
-
-
Tree plantation in Water Treatment Tlant Premises
-
-
-
1)Polyalthia (Polyalthia Longifolia)
80
-
-
2)Indian Date (Phoenix sylvestris)
45
-
-
3) Conifer (Pinophyta)
50
-
-
TOTAL CARRIAGE
-
-
-
Sand
18690.88
-
-
Aggregate
5632.64
-
-
cement
785.89
-
-
Bricks
253.48
-
-
Operation and Maintenance
-
-
-
Carrying out Operation and Maintenance of work for a period of 5 years including cost of all Manpower, Repair and Maintennace Cost, Fuel cost for Suction cum Jetting Trucks required for Collection and Conveyance of Septage from each Households, Occupational health and safety such as – (i) Capacity building on safe work practices, (ii) Safety equipment and accessories, (iii) Administrative control measures and (iv) Personal Protective Equipment (PPE) as per specifications and as directed by Engineer-In-Incharge (The bid will be rejected if bidder failed to quote the O&M details mentioned below)
-
-
-
O&M for 1st Year
4734050
-
-
O&M for 2nd Year
4831817.86
-
-
O&M for 3rd Year
4929585.71
-
-
O&M for 4rth Year
5027353.57
-
-
O&M for 5th Year
5125121.43
-
-
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