Jharkhand Urban Infrastructure Development Company Limited Tender
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Costs
EMD
₹ 1,30,78,044Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_JWB_93032_1Bid Award Id
ViewTender No
JUIDCO/NIT/Lohardaga WSS/JMDP/2024/631Tender Authority
Jharkhand Urban Infrastructure Development Company Limited ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
E/W in excavation of foundation trenches of toe wall, spillway, head regulator, outlet, intake well etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulder uoto 300 mm size and disposal of the same (beyond 50m away from the edge of the trenches) with initial lead of 150mm and initial lift of 1.5 m as per specification and direction of E/I.
2630.71
-
-
Supplying and laying gravel filter (size 5mm to 15 mm) in filter blanket and in the toe drain (in horizontal portion) of the dam as per design, drawing including the cost of material royality all taxes etc but excluding the cost of carriage all complete as per specification and direction of E/I.
1920.85
-
-
Supplying and laying (properly as per design and drawing) rip-rap with good quality of boulder duly packed including the cost of materials, royality all taxes etc. but excluding the cost of carriage all complete as per specification and direction of E/I.
4859.92
-
-
Providing random rubble stone masonry in cement motar 1:4 in founation and plinth with hammer dressed stone of less than 0.03 cum in volume and clean sand of F.M 2 to 2.5 including cost of screening, raking out joints to 20 mm depth, curing taxes and royalty all complete job as per building specification and direction of E/I.
780.98
-
-
Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
571.11
-
-
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layer not exceeding 150mm thick with all leads and lifts including cost of all material , labour, royalty and taxes all complete as per building specification and direction of E/I.
1024.95
-
-
P.C.C Grade M - 20 using batching plant & manual placing
9020.77
-
-
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 in all respects etc. complete as per IS - 3589 and IS - 5504 as applicable as per specification (No negative tolerance in thickness is pernissible).- 400mm
81
-
-
Lowering, laying in position to correct line and level including M.S pipes with/ without any outcoating on pedestals or chairs upon prepared formation. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding and transportation upto 500 M etc. completed as specified.c
81
-
-
Providing and applying first coat of interol 49 W emaline 05/58 pipe coat or any other equivalent approved paint to the internal surface of pipe line at site.
101.8
-
-
Providing double flange sluice valve (Size 50 mm to 1200 mm) confirming for IS - 2906/14846 including worn gear arrangement as per test pressure stainless steel spindle, caps transportation etc. all complete. Without bypass arrangement - PN - 1.6- 400 mm
6
-
-
Supplying labour and tools for fixing C.I sluice valve in trenches with a pair of C.I tail piece, including making lead caulked joints and flanged joint as per I.S.S specification, including supplying all jointing materials (Pig lead confirming to I.S.S 782 - 1978, yarn confirming to I.S.S 6587 - 1972 and nuts and bolts confirming to I.S.S 1364 - 1983) including drilling holes in flanges if required as per specification and direction of E/I.
6
-
-
Providing Plain cement concrete (Grade M-25) in open foundation all complete as per drawing and technical specification
1961.02
-
-
Reinforced cement concrete (Grade M-25) in substructure all complete as per drawing and technical specification.
1583.34
-
-
Providing shuttering including strutting , proping etc its and removal after use in foundation as per specification and direction of E/I.
5432.02
-
-
Providing shuttering including strutting , proping etc and removal after use in superstructure portion of various components of barrage work as per specification and direction of E/I.
5233.44
-
-
Supplying, Fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. 10mm to 16mm dia.
154.73
-
-
Earth work in filling foundation trenches or back filling of masonry structure with pervious soil in layer not exceeding 150 mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from borrow pits beyond 150m lead but upto 1/2 Km with all lifts and carriage by truck including, loading, unloading, spreading, construction and maintenance of haul road etc. as per specifiction and direction of E/I.
5261.42
-
-
Supplying, fitting and fixing copper strip of 16 guage of approved quality (with 99% purity) in expansion joints complete job as per specification and direction of E/I.
219.09
-
-
Providing weep holes with dry graded stone filter of 20mm to 40mm size in abutment and wing wall as per specification and direction of E/I
356
-
-
Supply and laying 150 mm dia R.C.C (NP-2) perforated pipe in under drainage canal lining as per specification and direction of E/I.
348
-
-
Supplying 65mm dia G.I pipe including pipe, including cutting and placing in position. Average length = 1.93 M as per specification and direction of E/I.
63.69
-
-
Supplying and fitting position of NR Valve (65mm) as per specification and direction of E/I.
33
-
-
Cost of Dewatering and Diversion as per requirement (L.S) for Weir
1
-
-
INTAKE
-
-
-
E/W in excavation of foundation trenches of toe wall, spillway, head regulator, intake well, outlet etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same in country side with truck beyond initial lead of 150 m but upto 1 km with all lifts including loading, unloading, construction and maintainance of haul road etc. as per specification and direction of E/I.
-
-
-
Lift 0 to 1.5 M
1201.34
-
-
1.5 to 3 m
286.56
-
-
3 to 4.5m
264.94
-
-
4.5 to 6.0 m
244.17
-
-
6.0 to 7.5 m
224.24
-
-
E/W in excavation of foundation trenches of toe wall, spillway, head regulator, intake well, outlet etc. as per designed section in hard rock where blasting is needed and disposal of excavated rock by truck beyond initial lead of 150 m but upto 1 km with all lifts including loading, unloading, and stacking properly in approved stack yard and in approved stak size as well as construction and maintainance of haul road etc. as per specification and direction of E/I.
-
-
-
7.5 - 9.0 m
205.17
-
-
9.0-10.5 m
186.94
-
-
10.5-12.00 m
169.56
-
-
12.00-13.5 m
153.03
-
-
13.5 -15.0m
137.34
-
-
15.0-16.5m
122.51
-
-
16.5-18.0m
108.52
-
-
18.0-19.5m
72.35
-
-
Plain Renforced Cement Concrete in sub structure complete as per drawing and technical specifications
-
-
-
M-20 - for Sumpwell
14.47
-
-
Providing and laying P.C.C. or R.C.C. M-25 with nominal mix (1:1:2) in various components of dam superstructure with approved quality of 40 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. 2.5 to 3.0 washed and screened excluding cost of shuttering or form work as well as reinforcement its, cutting, bending, binding and placing but including necessary tools and plants and vibrating , curing, , royalty all taxes etc. complete job as per specification and direction of E/I.
-
-
-
M-20 - for Sumpwell
72.35
-
-
Providing and laying P.C.C. or R.C.C. M-30 with nominal mix (1:1:2) in various components of dam superstructure with approved quality of 40 mm graded coarse aggregate of required grade as per design and approved quality of sand of requisite F.M. 2.5 to 3.0 washed and screened excluding cost of shuttering or form work as well as reinforcement its, cutting, bending, binding and placing but including necessary tools and plants and vibrating , curing, , royalty all taxes etc.complete job as per specification and direction of E/I.
473.29
-
-
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 (including carriage of bars to work site) all complete as per building specification and direction of E/I
b) 12 mm (TMT coil Fe500)
250.71
-
-
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.
37.7
-
-
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
75.4
-
-
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.
63.59
-
-
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.
4.2
-
-
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
6.75
-
-
Concertina Door Providing, detailing, and fabricating as per specifications, transporting to site and erecting MS Openable / Sliding / Ornamental Entrance Gates including track and wheel, locking arrangement, fixing bolts, nuts, washers, cleats, stiffeners, gussets decorative balusters, arrow heads etc. and all necessary operations like straightening, bending, cutting, drilling, grinding, machining if specified, welding etc. complete weighing 25 to 30 kg/Sqm, including cleaning, Grinding and removing the welding burr and preparing surface and applying one coat of red oxide zinc chromate primer and one coat of Synthetic Enamel paint after fabrication and second coat of Synthetic Enamel paint after erection, with approved colour, shade and brand etc. including touching up with primer etc. complete as directed by Engineer In Charge. Providing and fixing 750mm dia concertina barbed razeer type coil of 19mm wide ribbon with thickness 5 SWG and central core wire of 12 SWG with anti rust coating, supported over 5 rows of barbed wires of 14 SWG having two ply four points at 75 mm c/c, fixed to Y shape angle bracket placed at 2.5m c/c (leg of Y should be 0.51 m long and 0.23 m embeded in concrete, wing of Y should be 0.475 m long having a distance of 0.58 m between the two wing on the top) made up of 50mm x 6 mm M.S. angle embeded in cement concrete bed block of size 300mm x 300mm x 300mm. The concertina coil should be fixed to angle with M.S. Flat 25mm x 5mm thick on both the sides as runner all steel work shall be applied with one coat of red oxide zinc chromate primer and two coat of Synthetic Enamel paint etc. complete as directed by Engineer In Charge
12.25
-
-
P&F of Heavy duty capacitor start 900/1400 RPM single phase ISI marked Exhaust fan,IS:2312 marked in existing opening including making connections testing
etc. as required.
450 mm sweep(900 RPM)
4
-
-
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
63.59
-
-
Plain Renforced Cement Concrete in sub structure complete as per drawing and technical specifications PCC M25 Grade
46.08
-
-
Electrically Operated Circular or Rectangular Travelling Crane (Single Girder)
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.
10 Tonne Capacity
Above 8 m up to 10 m span
1
-
-
Square Bar / Rail :- Providing, erecting and fixing square bar of EN 8 as rail for overhead crane on provided track, girder/continuous corbel beam, including supporting plate and "J" bolts.
50 x 50 mm (EN 8)
12
-
-
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 including cost of curing, finishing the surface smooth by rubbing with carborandum stone, taxes and royalty with all complete as per building specification and direction of engineer in charge.
100 mm thick I.P.S. flooring.
127.17
-
-
Sluice Gate of 1.1 M X 0.6 M SS 316 Electric Actuator Operated Rising type Single Faced Sluice Gates
2
-
-
Sluice Gate of 0.75 M X 0.75 M SS 316 Electric Actuator Operated Rising type Single Faced Sluice Gates
1
-
-
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),
27750
-
-
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.
20475
-
-
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.
-
-
-
Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.
21
-
-
Providing M.S. bar mesh prepared out of 16 mm dia M.S.bar at 15 cm. c/c both ways, welded to flanged ring including tack welding of bars and fixing the same with nuts and bolts on open faces of outlet/inlet pipes in the sump or reservoir,etc. complete as directed by Engineer-in-charge.
100
-
-
Excavation for foundation / pipe trenches in soft rock and old cement and lime masonry foundation asphalt road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
-
-
-
1.5 to 2.5 m
418
-
-
2.5 to 3.5 m
209
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering.
-
-
-
M-200 for PCC
214.5
-
-
Centering and shuttering including strtting, propping etc. and removal of formwork for foundation PCC
458.48
-
-
Providing and laying in position ready mix or site batched design mix cement concrete for RCC work; using coarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana/ Ordinary Portland/ Portland Slag Cement, admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering.shuttering, finishing and reinforcement as per direction of the engineer-in-charge.
674.41
-
-
Centering and shuttering including strtting, propping etc. and removal of formwork for Columns
396
-
-
Centering and shuttering including strtting, propping etc. and removal of formwork for Beams
396
-
-
PIPING ARRANGEMENT AND ROAD RESTORATION
-
-
-
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.
-
-
-
100 mm dia
131271
-
-
150 mm dia
20293
-
-
200 mm dia
10436
-
-
250 mm dia
3576
-
-
300 mm dia
4147
-
-
350 mm dia
1751
-
-
400 mm dia
39
-
-
450 mm dia
94
-
-
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 complete as per I.S-9523.
253327.69
-
-
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.
-
-
-
Dia 200 mm
37
-
-
Dia 250 mm
3434
-
-
Dia 300 mm
245
-
-
Dia 350 mm
265
-
-
Dia 400 mm
1515
-
-
Dia 500 mm
1990
-
-
Dia 600 mm
4000
-
-
Supplying labours, tools, tackles, lubricants etc. for laying and jointing C.I./S.S. tyton pipes intrenches without supplying rubber gasket and making gasket joints including providing night guard, barrier, and red light to safe guard against accidents, all complete as per design, specification and direction of E./I.
-
-
-
Dia 100 mm
131271
-
-
Dia 150 mm
20293
-
-
Dia 200 mm
10473
-
-
Dia 250 mm
7010
-
-
Dia 300 mm
4392
-
-
Dia 350 mm
2016
-
-
Dia 400 mm
1554
-
-
Dia 450 mm
94
-
-
Dia 500 mm
1990
-
-
Dia 600 mm
4000
-
-
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.
-
-
-
Dia 100 mm
131271
-
-
Dia 150 mm
20293
-
-
Dia 200 mm
10473
-
-
Dia 250 mm
7010
-
-
Dia 300 mm
4392
-
-
Dia 350 mm
2016
-
-
Dia 400 mm
1554
-
-
Dia 450 mm
94
-
-
Dia 500 mm
1990
-
-
Dia 600mm
4000
-
-
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.
-
-
-
Dia 100 mm
2626
-
-
Dia 150 mm
406
-
-
Dia 200 mm
210
-
-
Dia 250 mm
141
-
-
Dia 300 mm
88
-
-
Dia 350 mm
41
-
-
Dia 400 mm
32
-
-
Dia 450 mm
2
-
-
Dia 500 mm
40
-
-
Dia 600mm
40
-
-
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.
-
-
-
Scour Valve
-
-
-
100 mm dia
48
-
-
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.
-
-
-
Dia 100 mm
29
-
-
Dia 150 mm
19
-
-
Dia 200 mm
33
-
-
Dia 250 mm
16
-
-
Dia 300 mm
5
-
-
Dia 350 mm
5
-
-
Dia 400 mm
5
-
-
Dia 450 mm
1
-
-
Dia 500 mm
3
-
-
Dia 600 mm
4
-
-
Supplying labour and tools for fixing C.I. Sluice Valves in trenches with C.I. tail piece, including lead caulked joints and flanged joints as per I.S.S. specifications, including supplying all jointing material (pig lead confirming to I.S. S. 782-1978, yarn confirimg to I.S.S. 6587-1972 and nuts and bolts confirming to I.S.S.1364-1983) including drilling holes in flanges if required as per specifications and direction of E./I.
-
-
-
600mm dia
4
-
-
Lowering, laying and jointing in position following C.I.D/F Reflux 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.)
-
-
-
100 mm dia
77
-
-
150 mm dia
19
-
-
200 mm dia
33
-
-
250 mm dia
16
-
-
300 mm dia
5
-
-
350 mm dia
5
-
-
400 mm dia
5
-
-
450 mm dia
1
-
-
500 mm dia
3
-
-
Providing, lowering, aligning, fixing in position and Jointing in pipe line, DI Body Flanged End Tamper proof Kinetic Air Valve class PN 1.6 of approved makes of following pressure rating and dia and as per following specifications: Governing standard - AWWA C512/ IS:14845:2000(amended up to date) Body, High pressure cover , Low pressure cover, Cowl and Joint support ring - Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865, Float- LP ball & HP ball : AISI 304 stainless Steel, Seat ring & Gasket - EPDM/NBR ,HP Orifice & HP orifice plug : Bronze/ SS ,Bush: Bronze ,Flanges as per IS/ BS, Drilled as per IS:1538. Electrostatic Epoxy Powder(EP-P) / Fusion Bonded Epoxy (NonToxic & suitable for drinking water) coated with minimum thickness of 250 micron applied on body & cover inside and outside fasteners - CS/ Galvenised steel, Outlet of big orifice will have a screen to prevent Tamper of float, with DI metal seated D/F Non rising stem Sluice Valves as per (IS: 14846 amended upto date) PN 1.6 ratings. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.
-
-
-
50 mm dia Air Valve
3
-
-
Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS14845 as per MJP’s standard specificationscombined with screw down isolating valve,small orifice elastic ball resting on a gunmetal 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.
-
-
-
80 mm dia Air Valve
6
-
-
100 mm dia Air Valve
23
-
-
150 mm dia Air Valve
25
-
-
Earth work in excavation (as per I.S. 3114/1965) for laying of different types and size 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 (b) For classification of soil item -B
140280.91
-
-
Extra for earthwork in all kinds of soil for each additional lift of 1m or part there of over the initial lift of 1.5m as per specification and direction of Engineer-in-Charge.
From 1.5 m to 2.5 m
1447.05
-
-
Earthwork in excavation of foundation trenches as per design section in ordinary or soft rock (vide classification of soil item-C) and disposal of excavated materials so obtained (50 m away from the edge of the trenches) with initial lead of 150 m and initial lift of 1.5m as per specification and direction of E/I.
1610.1
-
-
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 direction of Engineer -in- charge.
115387.55
-
-
Supplying tools and cutting road as well restoring the same as per specification and direction of E/I.
-
-
-
(a) Pucca Road (Except black top only taken out material to be used) for cutting road as per requirement.
98585.4
-
-
Filling in foundation trenches and plenth in layers not eceeding 150 mm tick 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 specifications and direction of E/I.
14757.12
-
-
Dismantling of flexible pavements and disposal of dismantled materials upto 1000 m stacking serviceable and unserviceable materials separately (asphaltic road)
2003.49
-
-
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
5502.96
-
-
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.
7947.56
-
-
Plain/Reinforced cement concrete in substrycture complete as per drawing and technical specifications
M 20
5502.96
-
-
Construction of RCC valve chamber for different types of valves including earthwork excavation, 100 mm PCC M10 (1:3:6 i.e 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as levelling course, RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal) size for base slab, side wall & cover slab all 125 mm thick with C.I. surface box with hinged cover 100x100x75 mm (deep), including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work, complete in all respect as per standard specifications and drawings and as directed by Engineerin-charge
1200X1200X1300mm (Depth)
54
-
-
Construction of RCC valve chamber for different types of valves including earthwork excavation, 100 mm PCC M10 (1:3:6 i.e 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as levelling course, RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal) size for base slab, side wall & cover slab all 125 mm thick with C.I. surface box with hinged cover 100x100x75 mm (deep), including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work, complete in all respect as per standard specifications and drawings and as directed by Engineerin-charge
1300x1300x1450mm (Depth)
59
-
-
Construction of RCC valve chamber for different types of valves including earthwork excavation, 100 mm PCC M10 (1:3:6 i.e 1 Cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) as levelling course, RCC M20 grade (1:1½:3 i.e. 1 Cement : 1½ coarse sand : 3 graded stone aggregate 20 mm nominal) size for base slab, side wall & cover slab all 125 mm thick with C.I. surface box with hinged cover 100x100x75 mm (deep), including cost of steel reinforcement not less than 80 kg per cum CC, form work, proper curing of concrete work, complete in all respect as per standard specifications and drawings and as directed by Engineerin-charge
1400x1600x1750mm (Depth)
21
-
-
Bituminous Concrete Grading - II with VG-30 Grade Packed Bitumin - Providing and Laying Bituminous concrerte with higher capacity batch type hot mix plant using crushed aggregates of specified grading, premixed with bituminous binder @5.4% of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control with smooth wheeled vibratory and tandem rollers to achieve the desired compaction as per MORT&H specifications clause no. 507 complete in all respects.
921.32
-
-
Tack Coat over DGBM - Providing and applying tack coat with bitumen emulsion pressure distributor at the rate of 0.20 kg per sq.m on the prepared bituminous/granular surface cleaned with mechanical broom.
30710.9
-
-
Dense Graded Bituminous Macadam - Dense Graded Bituminous Macadam (Providing and laying dense bituminous macadam with 100-120 TPH batch type MMP producing an average output of 75 tonnes per hour using crushed aggregate of specified grading, premixed with bituminous binder @ 4.0 to 4.5% by weight of total mix of mix and filler, transporting the hot mix to work site, laying with a hydrostatic power finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 507 complete in all respect) with modified graded bitumen.
1966.45
-
-
Prime Coat over WMM- Providing and applying primer coat with bitumen emulsion on prepared surface of granular base including clearing of road surface and spraying primer at the rate of 0.60 kg per sq.m using mechanical means.
26219.25
-
-
WMM- Wet mix macadam (Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the material with water at OMC in mechanical mix plant . Carriage of mix material to site, laying in uniform layers with paver in sub-base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density)
6554.81
-
-
GSB- Granular Sub-Base with Coarse Graded Material (Construction of granular sub-base by providing coarse graded material, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place to achieve the desired density.
For grading-I Material
6554.81
-
-
Supplying, transporting and fixing S.P. fire hydrants including mouth piece, duck foot bend, S.V. as per specifications & drawing, fixing flanged socket, supplying and laying C.I./ M.S. pipe up to 2 m. length and jointing the same with spun yarn, molten lead, including caulking etc. complete as directed & as specified by Engineer In Charge. (as per IS : 908) Note: Construction of valve chamber will be paid separately
11
-
-
MECHANICAL COMPONENTS
-
-
-
Supply and delivery of Vertical 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
14880 LPM and 30 m Head
3
-
-
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)
(a) 300 mm dia
3
-
-
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.)
3
-
-
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
2
-
-
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.)
2
-
-
Providing, erecting electric Valve actuators totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for installation in any position without lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically disengage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limit switches with S.S. flap and operated with gear driven cams and of rating 250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC squirrel cage induction motor working on 440 Volts +/- 10%, 3 phase, 50 Hz AC of intermittent duty rating S-2, insulation class "F" and temp rise restricted to class "B" with IP - 67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be atleast 1.5 times max. torque required for opening and closing of valve with integral starter controls having four limit switches 1 for OPEN, 1 for CLOSE & 2 Nos for intermidiate positions for interlocking etc complete.
VA -1 - Electric Valve Actuator for non rising spindle type
sluice valve, PN 1 & PN 1.6 rating
For Valve Size Inlet - 300 mm dia
15
-
-
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)
6
-
-
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.
10
-
-
Supply, delivery at site with necessary packing, receiving, unloading, shifting, storing, installation, testing and commissioning of Horizontal Centrifugal Split Casting pumps with motor, CI casing and casing ring, SS 316 impeller, SS 410 Shaft and shaft sleeve, coupling guard, common base plate, foundation bolts etc. complete with all respect as per the specification.
Discharge 301 to 325 LPS and head 61 to 70 M
3
-
-
Supplying non clog submersible pump suitable for sewage liquid waste application with standard MOC and duty points.
2
-
-
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
30
-
-
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.
250 mm dia (without by-pass arrangement - 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.)
6
-
-
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)
250 mm dia (without by-pass arrangement- PN-1.6)
3
-
-
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.)
3
-
-
Supplying labours, tools, tackles, lubricant etc. for laying and jointing DI/C.I.S/S Tyton pipes (class LA) trenches without supplying rubber gasket and making 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.
250 mm dia
80
-
-
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.
250 mm dia
5
-
-
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
2
-
-
Supplying labour & tools for fixing C.I. Double acting Air Valve in trenches as per specification and direction of E./I.
2
-
-
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.
-
-
-
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 overhead crane on provided track, girder/continuous corbel beam, including supporting plate and "J" bolts.
40x40 mm
20
-
-
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.
-
-
-
300mm dia (delivery line of each pump)
80
-
-
Providing and erecting Ductile Iron Push on special confirming to IS 9523:2000 - All DI PN :16.0 Dismanting Joints
3
-
-
ELECTRICAL COMPONENTS
-
-
-
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 100mmx50mmx2500mm 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 6 no 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’
3
-
-
VCB Breaker Panel, 630A, 40KA/1sec, 11 KV with IDMTL Relay (O/C, E/F and motor protection relay) and two nos auxuiliary Relay. Panel with CT PT, Ammeter Voltmeter. The VCB shall be conform to routine test as per IEC 56 and IS 13118. The panel along with breakers should conform to Routine Test as per IEC 298 and IS 3427. Panel should have motorized as well as manual operation. Aux voltage: 110V DC. Incomer rating shall be 1250A and quantity is Two number and One number Bus Coupler. Outgoing Motor feeder is Four nos and one power feeder (Total out going feeder shall be 5nos), Rating shall be 630A. Suitable for Indoor application with Aluminium Busbar
3
-
-
Supply installation testing & Commissioning of star rated Copper wound distribution Transformer ( All the distribution transformer must be star rated as per notification of (BEE) ministry of power, Goverenment of India) of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11, ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026-1977 & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather,Bucholz relay, radiator, fins, HT cable box & LT cable boxes, Off -LTC (+5% to - 10% @ 2.5%) temperature rise of 40 degree C in oil / 45 degree C in winding , ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953 , Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. NABL accredeated / CPRI/ ERDA lab testing reports with OEM certificate must submitted to engineer in charge .Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, CTL testing charges & Inspection charges shall be reimbursed by the department to the contractor as per actual expenditure. All as per pre approved by Engineer in charge.
-
-
-
200KVA, 11/0.433 KV Distribution Transformer
2
-
-
Supply installation testing & Commissioning of star rated Copper wound distribution Transformer ( All the distribution transformer must be star rated as per notification of (BEE) ministry of power, Goverenment of India) of following rating 11/0.433KV Delta-Star Connected, Vector Group Dyn 11, ONAN Cooled & as per BEE star level- 2 & BIS approved as per IS 2026-1977 & losses as defined as per IS 1180 part I 2014. including standard accessories like conservator, silica gel breather,Bucholz relay, radiator, fins, HT cable box & LT cable boxes, Off -LTC (+5% to - 10% @ 2.5%) temperature rise of 40 degree C in oil / 45 degree C in winding , ISI marked drain valve, Dial type Temperature gauge, first filling of transformer oil as per IS :335-1953 , Epoxy based paint, including carrying of pre-commission Testing & Charging of Transformer complete in all respect. NABL accredeated / CPRI/ ERDA lab testing reports with OEM certificate must submitted to engineer in charge .Transformer must be tested from CTL test lab of discom (if reqd.) before charging of transformer & complete installaion must be certified from Electrical Inspectorate office as per Indian Electricity rule, CTL testing charges & Inspection charges shall be reimbursed by the department to the contractor as per actual expenditure. All as per pre approved by Engineer in charge.
-
-
-
315KVA, 11/0.433 KV Distribution Transformer
2
-
-
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.
2
-
-
415V LT PCC at clear water pumping station
-
-
-
415 V, 31.5KA/1sec, Al busbar, 3phase 4wire LT PMCC. Floor mounted. Enclosure shall be CRCA sheet, 2mm for non load bearing area and 2.5mm for load bearing area. Panel shall be compertmentalized only. Incomer= 400A TPN MCCB 2nos and buscoupler 1no in same rating, Outgoing feeder= suitable for 37KW (star/delta) motor feeder 4nos, 100A TPN MCCB. Considering all metering and protection. 2NO+2NC to be consider in each feeder for SCADA monitoring / control. Paint shall be as per IS 5. For improvment of Power factor, 50KVAR (5:5:10:10:20) capacitor to be consider including necessary breaker and all.
1
-
-
APFC Panel
SITC of Automatic power factor correction panel with 80 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
-
-
APFC Panel
SITC of Automatic power factor correction panel with 50 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
-
-
Supply and delivery of floor mounted type FCMA Air/ Oil Cooled soft starter 44 KW suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) including line contactors suitable for next standard higher KW rating, Over load relay, instrument panel with frequency meter, Ammeter, Voltmeter, indicating lamp 6Nos, LED ON/OFF type and Start /Stop push button.
3
-
-
Supply and delivery of floor mounted type FCMA Air/ Oil Cooled soft starter 46.03 KW suitable for the LT motor offered for operation in AC three Phase 50Hz (+/- 5%), 415V(+/-10%) including line contactors suitable for next standard higher KW rating, Over load relay, instrument panel with frequency meter, Ammeter, Voltmeter, indicating lamp 6Nos, LED ON/OFF type and Start /Stop push button.
3
-
-
SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries , MS / Teakwood battery stand , interconnect wiring etc as required complete in all respect of 110 V DC
2
-
-
SITC of Local Push Button station fabricated with 16 SWG CRCA sheet, painted with polyster Powder coated finish after chemical treatment with Following items and accessories:-
(i)Shrouded Type push button with 2 NO Contacts element for Start/forward-reverse.
(ii) Lockable Mushroom head type push buuton with 2 NC Contact element.
(iii) 2.5 Sqmm clipon type terminals as requried with 20% spares.
(iv) 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried. Local Push Button Station
7
-
-
Providing & Laying XLPE insulated IS:7098/II/85 of approved make H.T.cable for working voltage 11 K.V.Earthed with Stranded Compacted Circular Aluminium Conductor, Conductor Screened with Extruded Semi-conducting compound, XLPE Insulated, Insulation Screened with extruded semi-conducting compound in combination with Copper Tape, cores laid up, inner sheath of Thermoplastic tape, galvanised flat steel strip armoured and overall Extruded PVC Type ST- 2 Outer Sheathed cable direct in ground including excavation of 30cmx100cm size trench, 25cm layer of river sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection testing etc.as required of size.
-
-
-
11 kV 3C-185 AL XPLE cable for HT Panel
350
-
-
1.1 kV 3.5C-300 AL XLPE cable
200
-
-
1.1 kV 3.5C-50 AL XLPE cable for Motors
350
-
-
1.1Kv 4Cx10sqmm, AL, XLPE
170
-
-
4Cx16sqmm, AL, 415V, 1.1 kV
200
-
-
1.1 kV 3C-6 AL XLPE cable
95
-
-
1.1 kV 3C-2.5 CU XLPE cable
320
-
-
1.1 kV 10C-2.5 CU XLPE cable
365
-
-
Cable termination
-
-
-
11 kV 3C-185 AL XPLE cable(Indoor)
8
-
-
11 kV 3C-185 AL XPLE cable(Outdoor)
8
-
-
1.1 kV 3.5C-300 AL XLPE cable
14
-
-
1.1 kV 3C-50 AL XLPE cable
16
-
-
1.1 kV 4Cx16sqmm, AL XLPE Cable
25
-
-
1.1 kV 3C-6 AL XLPE cable
10
-
-
1.1 kV 3C-2.5 CU XLPE cable (19 mm)
36
-
-
1.1 kV 10C-2.5 CU XLPE cable (22 mm)
50
-
-
Supply, Fabricating & installing following sizes of perforated cable trays including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with suspenders and including painting as required. (Hot Dipped Galvanized)
-
-
-
300mm x 50mm x 1.6mm
225
-
-
Pipe Earthing as per IS:3043 with perforated 3.0 Mtr. Long, 40 mm dia. ' B ' class G.I. Pipe including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and C.C. finished chamber covered with hinged type with locking arrangement C.I. Cover, C.I. Frame of size 300mm x 300 mm and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance as required.
25
-
-
50mm x 6mm G.I. Strip
270
-
-
25mm x6mm G.I. Strip
300
-
-
10 SWG G.I. Wire
280
-
-
P & F lightning conductor finial made out of 25 mm dia.,300 mm long G.I. tube having single prong at top with 85 mm dia., 3 m thick G.I.base plate including holes etc. complete as required.
3
-
-
P & F G.I. tape 20mm x 3 mm on parapet or surface of wall in vertical/horizontal run as required.
160
-
-
Providing and fixing M.V. danger notice plate of 200 mm X 150 mm, made of mild steel, at least 2 mm thick, and vitreous enameled white on both sides, and with inscription in single red colour on front side as required
12
-
-
LED street light fixture with 100 watt luminaries, IP65 protected.
20
-
-
36/40W LED Light 1’x4’ with acrylic/ prismatic front
cover (Recessed mounting)
25
-
-
LED Down Light 18/20W (Surface Type)
50
-
-
100 W Street Lighting Fixtures with pressure die cast Aluminium housing.
6
-
-
Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning. The pole shall be completed with overhangs, Junction Box, two nos. pipes for cable entry and outgoing, wires up to lighting Fixtures.
-
-
-
7 Mtr. Octagonal pole with 1m Single Arm Bracket suitable for 70mm top
18
-
-
Miscellaneous Items
-
-
-
P & F double ball bearing capacitor start ceiling fan of approved make complete with regulator and other accessories as required. (for estimation purpose only)
-
-
-
1400 mm sweep
2
-
-
Rubber Mats for instalation in front of HT Panels
19
-
-
Rubber Mats for instalation in front of LT Panels
19
-
-
SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms)
315 KVA DG set
1
-
-
SITC of Radiator Cooled and Turbo charged Silent DG Set (As per latest CPCB emission norms)
200 KVA DG set
1
-
-
WATER TREATMENT PLANT
-
-
-
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 structure in contact with chlorine and providing anti termite treatment to entire structure below ground level , mechanical and eletrical component 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) including landscaping, gardening , plantation etc.
-
-
-
Aeration Fountain- Plant 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.
-
-
-
Rapid 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.
-
-
-
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 2 filter unitsat a timewhere the units are 4 or more.
-
-
-
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).
-
-
-
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 to be approved by department
-
-
-
Conforming to I.S. 10533 - A Part-II 1983
-
-
-
Rate for withdrawal
-
-
-
Temperature Degree 'C'
10 /15 /20/ 27 & Above
-
-
-
Chlorinator equipment and container room to conform to IS 10553 Part-I 1993 100% standby shall be provided.
-
-
-
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, staff quarter, 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
-
-
-
Cost of 16.5 MLD WTP
1
-
-
ELEVATED SERVICE RESERVOIR
-
-
-
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 and outside face of the container and also plaster with plastic paint in all columns and bracings 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 outside, stainless steel ladder in container, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing 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 acrylic emulsion with silicon additive paints to the structure including roofslab, epoxy painting to internal surface and anti termite treatment for underground part soft he 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 including landscaping, gardening and plantation etc.
-
-
-
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 suitable bracing is 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.
-
-
-
Irrespective of type of foundation proposed in the design, one set of bracing be provided at the ground level.
-
-
-
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. Structure in contact with water shall be designed and casted 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 struck at shallow depth, extra provision of dewatering shall be made as per site condition.
-
-
-
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.
-
-
-
Estimate of Elevated Service Reservoir - ESR - 1000 KL at Old Nagar Parishad, Staging - 20 m
1
-
-
Estimate of Elevated Service Reservoir - ESR - 500 KL at PHED Campus, Staging - 22 m
1
-
-
Estimate of Elevated Service Reservoir - ESR - 1000 KL at Nigani , Staging - 15 m
1
-
-
Estimate of Elevated Service Reservoir - ESR - 950 KL at Madhavtoli, Staging - 14 m
1
-
-
RAILWAY/NH CROSSING
-
-
-
Excavating of driving pit and receiving pit of size 3.00m (length) x 3.50m (breadth), depth upto 5m in all soil strata including shoring and strutting using 6mm tk MS Plate of size 3.50m x 3.50m usable for 15 operations and providing 16mm thickness MS plate of size 3.00m x 3.50m with 100mm x100mm x 12mm angles of 4m length for holding the MS plates for Thrust arrangements to receive the impacts during pushing operation of encasing pipe. Lowering the following size of MS encasing pipe by using Contractor’s crane and machineries and jointing MS pipes by welding, across the National Highways/State Highways/ Railways/Canal crossing etc and driving the horizontal bore by pushing / jacking method (trenchless technology method) using contractor’s machineries such as cranes, jacks, jacking materials, generator, welding machineries, compressor, jack hammer and other equipments etc. without interfering and causing any hindrance to the movement of traffic or any other vehicles, without any disturbances to the railway/road/canal formation etc. including bailing / pumping of water where ever necessary without affecting any installation like water supply pipeline/telephone cable, electric cables etc. passing nearby area and scooping the earth inside the pipes and pit and depositing the surplus earth in a convenient place and leveling the site after completion of entire work as directed by TWAD Engineers.
-
-
-
For 400mm dia DI pipe - 750 mm dia casing pipe
45
-
-
For 100mm dia DI pipe - 350 mm dia casing pipe
45
-
-
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).
-
-
-
750 mm ID 10 mm thick
45
-
-
300 mm dia casing pipe
200
-
-
500 mm dia casing pipe
25
-
-
400 mm dia casing pipe
30
-
-
350 mm ID 8 mm thick
45
-
-
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
1093.42
-
-
SECOND COAT
1093.42
-
-
RIVER/NALA CROSSING
-
-
-
Earth work excavation for Footings - E/W in excavation of toe drain and heel trenches as per designed section in ordinary rock or soft rock (where blasting is not needed) (Vide classificationof soil item C) with disposal of the spoil 50 m away from the toe of the drain country side with initial lead of 100 m and initial lift of 1.5 m as per specification and direction of E/I.
411.43
-
-
PCC for Footings - Providing PCC for M-150 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 and placing in position, vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I
27.43
-
-
Providing and laying in position ready mix or site batched design mix cement concrete for RCC work; using coarse aggregate and fine aggregate derived from natural sources,Portland Pozzolana/ Ordinary Portland/ Portland Slag Cement, admixtures in recommended proportions as per IS:9103 to accelerate/retard setting of concrete, to improve durability and workability without impairing strength; including pumping of concrete to site of laying, curing, carriage for all leads; but excluding the cost of centering.shuttering, finishing and reinforcement as per direction of the engineer-in-charge.
-
-
-
M-30 for Foundation
164.57
-
-
M-30 for Columns
102.86
-
-
Centering and Shuttering including strutting, propping etc. and removal of form for..
-
-
-
For PCC
54.86
-
-
For Foundations
329.14
-
-
For Columns
822.86
-
-
Beams below the deck slab (Plastering) - Providing Cement Deep Ruled Pointing (1:3) with clean coarse sand with F. M 1.5 including screening, curing all leads and lifts of water, scaffolding taxes and royalty all complete as per all specification and direction of E/I.
225
-
-
Slab (Painting) -Providing two 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.
600
-
-
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
30
-
-
b) 500 mm to 1000 mm dia MS pipe
225
-
-
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
14300
-
-
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
14300
-
-
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 engineer in charge
14300
-
-
BOUNDARY WALL
-
-
-
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.)
176.32
-
-
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.
111.36
-
-
Providing PCC M-150 nominal mix of (1:2:4) in foundation with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 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 specifications and direction of Engineer-in-charge.
34.03
-
-
Providing R.C.C. M-200 with nominal mis of (1:1:5:3) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm 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 royality all complete, as per building specification and direction of E/I.
81.97
-
-
Centering and Shuttering including strutting, propping etc. and removal of form work.
-
-
-
PCC
58.78
-
-
PCC
171.68
-
-
Column Footing
139.2
-
-
Columns
326.66
-
-
Tie Beams
312.43
-
-
Coping
92.8
-
-
Providing Tor steel reinforcement of 10 mm, 12 mm & 16 mm dia bars as per approved design and drawings including carriage of 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.
(a) 10 mm (TMT coil Fe 500)
8.2
-
-
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.
-
-
-
Wall
98.99
-
-
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.
870.78
-
-
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.
1113.6
-
-
Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge.
464
-
-
Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete
2301.44
-
-
MS square bar 10 mm
27.84
-
-
Supplying, fitting and fixing M. S. grill gate with M. S. grills made of 20 x 6 mm M. S. flats or 16 mm M. S. square bars fitted on 25 x 25 x6 mm M.S. angle frame 60x60x6 mm including cost of fabrication providing necessary locking arrangement with haskal and domny duly fixed in PCC (1:2:4) blocks of required size applying a priming rea lead paint over steel work taxes all complete as per drawing and specification and direction of E/I. (When steel is not supplied by the deptt.)
180.65
-
-
SCADA
-
-
-
SCADA server (RackMountable Server) -Redundant configuration
2
-
-
Historian server (Rack Mountable Server)
1
-
-
Rack cabinet inclusive of Rack monitoring system complete with 22"LCD Monitor & computer
2
-
-
Engineering & Operating stations at Each ESR with 32" LED Monitor loaded with SCADA software +latest windows OS+MS Office
5
-
-
LED Video display system -65"
2
-
-
Multifunction Laser printers (Scan,copy, & PrintA3 & A4 size)
1
-
-
Printer-(Online & Offline Functionality) at each ESR Location
5
-
-
PLC - WTP
-
-
-
PLC Panel inclusive of Hot standby (redundant )Programmable Logical Controller (PLC) CPU,redundant power supply ,redundant communication interface, input/output modules with duplex I/Os for critical I/O's,managed ethernet switches(24 port),to be located in the administration building .Required RIO panels at various locations in the plant.The system shall be designed to interface with the centralized SCADA server as per bid specifications.
1
-
-
PLC software - Programming software
Designing, Supplying, Installing, commissioning & testing of PLC based control monitoring and communication software at WTP
1
-
-
Filter bed Control panels with 20" HMI:- Designing, Supplying, Installing, commissioning & testing of PLC Panel with HMI including PLC with CPU & Power supply unit, power supply cable, interfacing cards, interfacing cables,k wireless modules with 25% extra quantity of all accessories.
5
-
-
24 port Managed EThernet switch for WTP control system
2
-
-
INTAKE Well-Jackwell Location:- PLC Panel inclusive of Standalone Programmable Logical Controller (PLC) CPU,redundant power supply ,16" color touch screen HMI,redundant communication interface, input/output modules,managed ethernet switches(8 port),.The system shall be designed to interface with the centralized SCADA server over wireless GPRS based communication network.
1
-
-
Field Instruments @ WTP,Intake well/Jackwell
-
-
-
Ultrasonic level transmitter
Designing, Supplying, Installing, commissioning & testing of Ultrasonic type level transmitter CE marked Interfacing with PLC panel including mounting arrangement.
Output-4-20 mA
Power supply - 24V DC ext.
Display - 4" LED
Range- 0 to 15 mtrs
Accuracy - +/- 0.25% of Full Scale or better
Enclosure- IP 67
6
-
-
Radar type- level transmitter
Designing, Supplying, Installing, commissioning & testing of Radar level transmitter CE marked with following technical parameters at INTAKE WELL/JACKWELL Interfacing with PLC panel including mounting arrangement.
Output-4-20 mA
Power supply - 24V DC ext.
Display - 4" LED
Range- 0 to …………... mtrs
Accuracy - +/- 0.25% of Full Scale or better
Enclosure- IP 67
Mounting - On PLC panel
1
-
-
Open Channel Flow Transmitter for measurement of flow with totalizer:- Design, Supply, Installation, Testing & calibration of open channel type ultrasonic flow transmitter CE marked with following technical parameters Interfacing with PLC panel including mounting arrangement. Range- 0 - 5 mtrs, Output-4-2o mA, Power Supply - 24V DC ext. Display - 4" LED Accuracy - +/- 0.25% of Full Scale or better Enclosure- IP68
4
-
-
Providing, installation, testing and commissioning of Level Switch ( Conductivity) Conductivity Probes: (i) Rigid for lengths of up to 3 meters (ii) Flexible for lengths above 3 meters (Rigid probes preferred), Probe insulation: Teflon, Probe head protection class: IP
65 of IS 13947 Part I, Probe head housing material: Aluminum
6
-
-
Pressure Transmitter :- Designing, Supplying, Installing, commissioning & testing of pressure transmitter CE markd with following technical parameters Interfacing with PLC panel including mounting arrangement.
Output 4-20 mA
Power supply - 24V DC ext.
Display - 4" LED
Accuracy - +/- 0.1 % of full scale or better
Enclosure- IP 67
14
-
-
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.
Pressure gauge (150 mm dia)
28
-
-
pH Analyser
Design, Supply, Installation, Testing of pH Analyser Interfacing with PLC panel including Mounting arrangement. Range : 0‐14 , pH Accuracy : Better than 0.5% of full scale Supply Voltage : 24V dc, Output : 4‐20 mA, As per IEC 61000-6-2 & IEC 61000-6-3
2
-
-
Turbidity Analyser
Design, Supply, Installation, Commissioning & Testing of Turbidity Analyser 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 & another to local display including Mounting arrangement. Overall Range : 0 ‐ 100 NTU Accuracy : +/ ‐ 0.02 NTU
Supply Voltage : 230 V ac, Output : 4 ‐ 20 mA
2
-
-
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 term stability and reference electrode (ag/Agcl) must be provided to avoid maintenance. IP 65 Nema 4 housing protection class requird.
1
-
-
Sludge blanket monitor
2
-
-
Pressure Switch (PS) with required manifold, and all other required accessories
8
-
-
Temperature Transmitter (RTD) + Thermowell
-
-
-
At common Blower Discharge
1
-
-
Temperature indicating transmitters at discharge of each blower
4
-
-
Temperature indicators at section of each blower discharge
4
-
-
Junction Boxes and Field Enclosures
-
-
-
Field Junction Boxes
15
-
-
Local Control Panels
15
-
-
Surge Protection Devices
-
-
-
Surge Protection Devices
8
-
-
Lab equipment as per bid specifications for WTP
-
-
-
Armoured Instrumentation Cables,with instrumentation earthing for the plant.
7000
-
-
Earth flat 25x6 mm
2500
-
-
Earthing pits copper plate
12
-
-
Supply and Installation hot dip GI perforated cable tray with cover along with required angle supports, with coupler plates, Anchor bolts and nuts etc complete and the tray should be fitted on the wall / Ceiling etc. complete. For all instrummnetaiton cables
1000
-
-
Mandtory Spares
-
-
-
Spares to be provided for the control system on a minimum during commissioning.
-
-
-
Central Processing Unit(CPU)
1
-
-
Digital Input Module
2
-
-
Digital Output Module
2
-
-
Analog Input Module
2
-
-
Managed ethernet switch(24 Port)
1
-
-
GPRS wireless Communicaiton Module
2
-
-
Software
-
-
-
SCADA software with 25K tags for 8.5 MLD WTP + monitoring of ESR data with water quality+ water distribution network(DMA zone) and real time integration with Google earth software for real time view and analysis.
2
-
-
SCADA software with 5k tags for monitoring of ESR data with water quality+ water distribution network(DMA zone)
5
-
-
Google earth license software and integration with SCADA server in real time
1
-
-
Historian software with 25K tags
1
-
-
Ancillaries to be provided
-
-
-
GPRS Wireless communication Module to receive and transmit data from various remote locations(ESR+Jackwell) to WTP control center
6
-
-
GPRS Wireless communication Module (in redundant configuration(1+1)) to receive and transmit data from various remote locations at the CSC Sewerage SCADA server
2
-
-
Routers for Internet access in the control center area+ Control center Operating area
2
-
-
EPABX system for Control center
1
-
-
Hi speed broadband leased line to contol center for receiving data from various remote stations
1
-
-
Hardware based Firewall & software firewalls with complete cyber security solution for the centralized SCADA center.Fully scalable without any limitations on the number of clients
1
-
-
Management Information System -MIS Software
-
-
-
CCTV system with night mode view enabled cameras for the control center-Inclusive of indoor cameras(2 Nos) + Outdoor (5 Nos) inclusive of CCTV control system,data archiving system,all related accessories,etc.
7
-
-
UPS System - 15 KVA ,Three phase,415V,50Hz,Standalone,Online,microprocessor based UPS System with SMF batteries for 60 minutes backup with accessories.
1
-
-
Supply, Installation, Testing and Commission of 1 KVA UPS with battery backup of 60 Mins on Full Load-UPS with AC Distribution Board
1
-
-
Supply, Installation, Testing and Commission of Ultrasonic Level Transmitter ( 0- 10 m) at ESR and Interfacing with PLC system including all required Mounting accessories required.
5
-
-
Automation Component
-
-
-
Supply, Installation, Testing and Commission of Integration panel at each ESR comprising of Standalone Programmable Logic Controller(PLC)/RTU with 16" touch color HMI,power supply modules,PLC panel to house the above components along with GPRS communication modules
5
-
-
IP-65 rated enclosures for housing LIT,FIT.,wigth mounting accessories
5
-
-
ESR- Supply, Installation, Testing and Commission of 1 KVA UPS with battery backup of 60 Mins on Full Load-UPS with AC Distribution Board
5
-
-
Supply, Installation, Testing and Commission of Electromagnetic flowmeter to measure real time flow in the water distribution network of the following sizes,inclusive of all required accessories and installation,testing & commissioning:
-
-
-
100 MM dia
6
-
-
150 MM dia
5
-
-
200 MM Dia
21
-
-
250 MM Dia
9
-
-
300 mm Dia
1
-
-
350 MM Dia
6
-
-
400 MM Dia
6
-
-
THRUST BLOCK
-
-
-
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 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
1089.29
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-
Providing coarse clean sand in filling in foundation trenches or in plinth including ramming & watering in layers not exceeding 150 mm thick with all leads and lifts including cost of all materials, labour, royalty & taxes all complete as per building specification & direction of E/I.
16.13
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-
Providing designation 75 A one brick flat soling joints filled with local sand including cost of watering, taxes, royalty all complete as per building specification and direction of E/I.
215.06
-
-
For Thrust Block :- Providing RCC M-150 with nominal mix of (1:2:4) in foundation and plinth with approved quality of stone chips 20 mm to 6 mm size graded and clean coarse sand of FM 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
597.01
-
-
Carriage of material
-
-
-
Bricks
60.24
-
-
Sand
10556
-
-
Chips
16839.89
-
-
Cement
7946.87
-
-
UTILITY SHIFTING
-
-
-
Removal of telephone / Electric poles including excavation and dismantling of foundation concrete and lines under the supervision of concerned department, disposal with all lifts and up to a lead of 1000 metres and stacking the serviceable and unserviceable material separately as per MoRT&H specification clause 202.
110
-
-
Dismantling of existing structures like culverts, bridges, retaining walls, CC road and other structure comprising of masonry, cement concrete, wood work, steel work, including T&P and scaffolding wherever necessary, sorting the dismantled material, disposal of unserviceable material and stacking the serviceable material with all lifts and lead of 50 metres as directed by Engineer.
-
-
-
Cement Concrete Grade M-15 and above and PCC blocks
179.09
-
-
Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres as per MoRT&H specification clause 201.
0.72
-
-
Encasing - Providing and laying in situ Cement Concrete M-15 of trap/ granite / quartzite / gneiss metal for foundation and bedding including bailing out water, form work, compaction, curing, etc. complete.
460.2
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-
ENVIRONMRNTAL MITIGATION PLAN
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-
-
Plantation at river bank
Planting of trees by the road side (Avenue trees) in 0.60 m dia holes, 1 m deep dug in the ground, mixing the soil with decayed farm yard/ sludge manure, planting the saplings, backfilling the trench, watering, fixing the tree guard and maintaining the plants for one year.
1500
-
-
Air quality monitoring
For parameters: PM10 µg/m3, SO2, NOx, CO approved laboratory and submission of report complete in all respect. Calibrated Equipment’s (In Every 2 months: weir location, batching plant, haul road, construction/labour camp)
132
-
-
Noise levels 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 should be monitored (Lday and Lnight in Leq dBA) from NABL approved laboratory and submission of report complete in all respect. (In Every 2 months: weir location, batching plant, haul road, construction/labour camp)
192
-
-
Surface water monitoring PH, TDS Taste & Odour, Turbidity, Magnesium, Total hardness, Total alkalinity, chloride, sulphate, nitrate, fluoride, calcium, Iron, pesticide, manganese, copper, Arsenic, Cadmium, Cyanides, Lead, Selenium, mercury. IS:10400-2012 (In every 2 months 3 location: Labour camp, U/s weir, D/s weir)
144
-
-
Operation and Maintenance
-
-
-
Surface water monitoring for total coliform, fecal coliform, IS10500 and as per CPCB criteria(Quarterly 3 Locations
30
-
-
Surface water monitoring PH, TDS Taste & Odour, Turbidity, Magnesium, Total hardness, Total alkalinity, chloride, sulphate, nitrate, fluoride, calcium, Iron, pesticide, manganese, copper, Arsenic, Cadmium, Cyanides, Lead, Selenium, Mercury. IS: 10500: 2012 (Quarterly 2 Locations)
100
-
-
Capacity Building
-
-
-
Training on EMP implementation (50 persons for 1 days)
8
-
-
Contractors Orientation to Workers on EMP implementation (50 persons for 3 days)
8
-
-
OPERATION AND MAINTANENCE
-
-
-
Carrying out operation and maintanence of work for a period of 5 years includng cost of all supervisory staff, materials, chemeicals, equipments, consumables including sludge analysis and dispposal establishing manitanence of complete instrumentation control and automation system with manpower to operate the Intake, WTP, ESRs (24x x 7)with data transmission cost to centralized SCADA centre , comprehensive manitanence of field instrumentation, control and automation at all location etc complete as per direction by Engineer in charge. (The bid gwill be rejected if bidder has not quoted O&M cost in below rows.)
-
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Operation and Maintenance for 1st year
4562500
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-
Operation and Maintenance for 2nd year
4659833.33
-
-
Operation and Maintenance for 3rdyear
4757167.67
-
-
Operation and Maintenance for 4th year
4854500
-
-
Operation and Maintenance for 5th year
4951833
-
-
Maximum guaranteed electricity consumption ( please quote quantity in KWH/year for the following rows in column "M". The cost will be used for evaluation)
-
-
-
1st Year
6.25
-
-
2nd Year
6.25
-
-
3rd Year
6.25
-
-
4th Year
6.25
-
-
5th Year
6.25
-
-
Evaluation Notes How It Works ?
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