Jharkhand Urban Infrastructure Development Company Limited Tender
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Costs
EMD
₹ 59,83,939Document Cost
₹ 25,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2022_JUADB_58591_1Bid Award Id
ViewTender No
JUIDCO/NIT/RWSS/JUWSP/2022/480Tender Authority
Jharkhand Urban Infrastructure Development Company Limited ViewPurchaser Address
-Website
http://jharkhandtenders.gov.in
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Documents
BOQ Items
1.5 to 3.0M
20204.03
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3.0 to 4.5M
16155.76
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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.
-
-
-
4.5 - 6.0 m
12864.36
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-
6.0 -7.5 m
8416.61
-
-
7.5 - 9.0 m
3980.35
-
-
9.0-10.5 m
3212.07
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-
10.5-12.00 m
1445.34
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-
12.00-13.5 m
712.75
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-
13.5 -15.0m
668.34
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-
15.0-16.5m
630.63
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-
Plain Renforced Cement Concrete in open foundation complete as per drawing and technical specifications
PCC Grade M-20
4385.25
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Sinking of 7 m external diameter well (other than pneumatic method of sinking) through all types of strata namely sandy soil, clayey soil, rock as shown against each case , complete as per drawing and technical specifications. Depth of sinking is reckoned from bed level.
Using concrete mixer
10661.71
-
-
Plain Renforced Cement Concrete in open foundation complete as per drawing and technical specifications PCC Grade M-30
1414.91
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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
1086.89
-
-
Providing and supplying in standard length polyethyene pipe confirming to IS b4984/12786/13488, latest revision with necessary jointing material like mechanical connector i.e thread / insert joint / quick realese coupler joint / compressor fitting joint or flanged joints excluding coupler / specials including transportation and freight charges, inspection charges, loading, unloading charges, conveyance to site, stacking etc. all complete.
HDPE pipe of materials grade PE80-PN06 - 110 mm dia
5752.6
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Supplyig labours and tools for laying and jointng H.D.P.E pipes I trenches and making butt weld joint supplying heating mirror, jack etc. and providing night guard, barrier and red light to safe guard against accident, all complete as per secification and direction ofE/I.
110/100 mm dia
5752.6
-
-
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.
in weep holes
54.64
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-
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.
992
-
-
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
1001.2
-
-
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.
574.34
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-
Providing and Fixing 30 MM thick BOTH SIDE PRELAMINATED SOLID PANEL PVC DOOR SHUTTER consisting of frame made out of M.S tubes of 19 guage thickness and,size19x19 mm for styles and 15 x15 mm for the top and bottom rails,M.Sframes hall have a coat of metel primer of approved make and manufacture.M.Sframe shall be covered with heat mouled PVC' C' channel made from 5mm (+/0.25) thick prelaminated sheet of density 600kg/cbm , of size 30 mm thickness70mm without of which 50mm shall be flat and 20 mm shall be tapered in 45 degree angle on either side formings tiles;and 5mm thick, 95 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered in 45 on the inner side to form to pand bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be falt and 20 mm shall be tapered on both sides to form lock rail .Top,bottom and lock rail shall be provided either side of the panel. An additional 5mm (+/0.25)thick PVC strip of 20 mm width is to be stuck on the bottom side of the 'c' channel prelaminated pane ling of 5mm (+/0.25) thick PVC sheet to be fitted inside the M.S.frame welded/sealed to the styles and rails with 5mm (+/0.25) x 30 mm PVC sheet be adingo neither side and joined together with solvent cement adhesive etc,10mm thickness (5mm (+/0.25) x2nos) 20mm wide cross PVC sheet as gap insert for the rail and bottom rail .Door to be fixed to frames with 3nos M.S.powder coated but hinges of size 100 mm x 25 MM x 2 mm using 32 mm long steel screws drilled suitable to pass through both the walls of the M.S tube. Other hardwares should be fixed with 19 x 6 mm size steel screws including fixture fasting. Complete as per direction of engineer in charge.
2.52
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-
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
38.25
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-
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
20.25
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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)
17
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-
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
574.34
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-
Plain Renforced Cement Concrete in sub structure complete as per drawing and technical specifications PCC M25 Grade
210.21
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-
10 T EOT Capacity lifting device
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)
30
-
-
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 E/|
100 mm thick I.P.S. flooring.
1173.67
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-
Supply, Installation, Testing and Commissioning (SITC) of approved make Sluice Gate of 1.5 M X 1.00 M SS 316 wall mounted electric actuator operated rising type single faced suitable for 12.04 water design head having 12.50 m (CL-PL) distance FBC type including all necessary accessories and labour all complete as directed by Engineer in charge.
9
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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 etc. complete.
135000
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-
Carriage of material
-
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Sand
7502.44
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Aggreegate
15004.87
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Cement
6468.09
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Steel
1086.89
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-
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.
120856.22
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-
Clearing Grass and Removal of Rubbish (Maximum 150mm) by manual means and disposal at a lead of 50 metres.
0.49
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-
Supply, Installation, Testing and Commissioning (SITC) of approved make Submersible Vertical Turbine (S.V.T) pump set of given capacity and head Pump Price including LT PMU, Autocoupling with Integral Bend with Guide Pin (SS 304)) Foundation Bolt MoC :SS 202.
Cap.- 2570 m3/hr,25 m
9
-
-
Supplying, Erection Non-clog Submersible Pump suitable for sewage/ Liquid waste application with standard MOC and given duty points and giving test and trial for directly coupled sewage pump set on provided foundation.
Head upto 20 Mtrs 7.5 HP (Up to 36000 LPH)
1
-
-
Providing, supplying at site of ductile iron / spheroidal graphite (S.G) iron D/F non-rising spindle resilient seated glandless sluice valves with handwheel & without bypass arrangement. Valves in accordance with BS 5163 of PN-101 16 rated, with body and bonnet of ductile irr:n confirming to IS 1865 Gr. 50A17 or Gr.400/ 15. Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nutof brass, shaft of stainless steell .402111.4704, stem seals min.3 nos. ofNBR, internal fasteners of stainless steelA2. Body & Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines i,vith a coating thickness of min. 250 microns. Valves should be fulI bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation.
600 mm dia - delivery line of each pump
9
-
-
Supply, Installation, Testing and Commissioning of stainless steel (SS-316) Fine Bar screen (Mechanical operated) with flat bar 50 mm X 2 mm with 6 mm spacing suitable for mounting in channel of specified size with suitable inclination complete in all respect as per technical specification, reputed make and direction of the Engineer inclusive of Banner Make Upstream Type Ultrasonic Level Sensor for following PEAK FLOW and length up to 3M.
-
-
-
95.1 MLD to 105 MLD
9
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-
Add extra for additional depth of channel in Mechanical Fine bar screen beyond 3m length
9
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-
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.
600 mm dia - delivery line of each pump
9
-
-
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, in all respect etc. complete.
Reflux valves as per I.S.5312 Part I (1984) without bypass arrangement PN-1.6 600 mm Dia
9
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-
Lowering, laying and jointing in position following D.I/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.
600 mm Dia
9
-
-
Providing, erecting and commissioning M.S. Dismantling joint as per requirement and Department's approved drawing and specifications, including machining and rubber rings and suitable for 16 kg/cm2 working pressure with required flanges of suitable size with nut bolts etc complete. The joint should have through long bolts so that during normal working pressure there should be no sliding movement of sliding flanges.
600 mm dia
9
-
-
Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes 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, in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications.
-
-
-
600 mm dia (delivery pipe from each pump)
Thickness 10 mm
204.75
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-
2000 mm dia (header pipe to rising main)
Thickness 16 mm
25
-
-
Lowering, laying in position to correct line and level including M. S. pipes with / without any outcoating, on pedestals or chairs upon piers, trestles etc. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, transportation upto 500 m. etc. complete.
-
-
-
600 mm dia (delivery pipe from each pump)
Thickness 6 mm
204.75
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-
2000 mm dia (header pipe to rising main)
Thickness 16 mm
25
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-
Providing, supplying ISI standard CI flanged / S& S specials including all statutory duties & taxes in all respect, railway freight, insurance, unloading from railway wagon, loading into truck transport to departmental store /site, unloading stacking etc. complete. .
-
-
-
600 mm
459
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-
2000 mm
5409
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-
Providing, supplying ISI standard MS specials of required thickness with 3 coats of approved make epoxy paint from inside and outside excluding all statutory duties & taxes in all respect, inspection charges, transportation to stores / site, and stacking, etc. complete. Only flanges with machining and drilling holes, etc. com-plete more than 40 mm thick
3000
-
-
33 kV Switchgears / Isolator
-
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-
Supply & fixing of 33 KV off load type gang operated 3 Pole horizontal type switch rating 800 A, 3- phase, central post rotating double break isolator complete with MS hardwares, copper moving & fixed contacts assembly of 9 Nos. Post Insulators conforming to IS-5350 Part III and IS-2544 with GI pipe of suitable length for operation.
1
-
-
SITC of Main 33KV HT Panel comprising of 1no. 1250A VCB I/C & 2nos. 1250A VCB O/G with all necessary indications, metering and protection. All panels has to be provision for SCADA communcation
1
-
-
33/ 0.433 kV Oil Type Power/ Distribution Transformer for proposed Intake arrangement.
-
-
-
Supply, Installation, Testing and Commissioning of copper wound Transformer 2.5 MVA, 33/ 0.433 KV, Three Phase, 50Hz, Dyn11, ONAN type, standard accessories with Off Load tap changer (+5% to -10% in steps of 2.5%). winding/ Top Oil Temperature rise of 45degC/ 40degC on ambient. Basic insulation level confirming to IS 2026 (Part- I to Part-II), latest ammended and IS 1180 Part-I : 2014.
2
-
-
415V LT PMCC at Proposed Intake arrangement (Rukka)
-
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-
Supply, installation, testing & Commissioning of Main LT Panel comprising of 2 nos. I/C and 1 Bus Coupler (4000A) and main outgoing feeders are 200KW (Soft Starter) 10nos and 6nos 100A MCCB as designated in the SLD with all necessary indications, metering and protection . The panel shall be made of 2.0 mm thick CRCA steel sheet with the doors and gland plate being of a 3.0 mm thick CRCA steel. The panel shall have proper rubber gasketing and louvers for heat discipation. The panel shall be IP 54. Hinges to be provided for lifting the panel. The panel shall have base plate so that it can be floor mounted as well. Scope includes GI supports for installation of switchboard, danger board, etc.Fault level shall be 50KA/ 1Sec. Kept provision for 2nos 700KVAR APFC.
1
-
-
SITC of Automatic power factor correction panel with 700 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
-
-
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.
1
-
-
200AH 110V VRLA Battery and F&FCB Battery Charger with integrated DCDB
1
-
-
SITC of Local Push Button station fabricated with 16 SWG CRCA sheet, painted with polyster Powder coated finish after chemical treatment with Folliwng items and accessories:-
i Shrouded Type push button with 2 NO Contacts element for
Start/forward-reverse.
ii Lockable Mushroom head type push buuton with 2 NC Contact
element.
iii 2.5 Sqmm clipon type terminals as requried with 20% spares.
iv 1.5 Sqmm PVC insulated felxible copper wire with lugs & ferrules as requried.
12
-
-
HT & LT Cables
-
-
-
33 kV 3C-240 sqmm XLPE Cable
1000
-
-
1.1 kV 3.5C-300 AL XLPE cable
3000
-
-
4Cx16sqmm, AL, 415V, 1.1 kV
1000
-
-
1.1 kV 3C-6 AL XLPE cable
500
-
-
1.1 kV 3C-2.5 CU XLPE cable
2500
-
-
1.1 kV 10C-2.5 CU XLPE cable
3000
-
-
Cable termination
-
-
-
33kV 3C-240 sqmm XLPE Cable (OUT DOOR)
2
-
-
33kV 3C-240 sqmm XLPE Cable (INDOOR)
5
-
-
1.1kV 3.5C-300 sqmm AL XLPE Cable
40
-
-
4Cx16sqmm, AL, 415V, 1.1 kV
10
-
-
1.1 kV 3C-6 AL XLPE cable
20
-
-
1.1 kV 3Cx2.5sqmm, CU XLPE Cable
30
-
-
1.1 kV 10C-2.5 CU XLPE cable
40
-
-
Galvanized Cable trays
-
-
-
600mm x 50mm x 2.0mm
1200
-
-
300mm x 62.5mm x 2.0mm
1000
-
-
Earthing
-
-
-
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.
35
-
-
50mm x 6mm G.I. Strip
2000
-
-
25mm x6mm G.I. Strip
2000
-
-
10 SWG G.I. Wire
1200
-
-
Lightning Protection
-
-
-
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.
10
-
-
P & F G.I. tape 20mm x 3 mm on parapet or surface of wall in vertical/horizontal run as required.
1000
-
-
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
-
-
Indoor and Outdoor Illumination System
-
-
-
80 W LED Light for Medium Bay Luminiries for Pump House’ with acrylic/ prismatic front cover
20
-
-
Recess mounting white powder coated CRCA housing with LEDs plane front frame with acrylic drop light dissipator fixed to the housing, convex acrylic diffuser with 36 watt 2x2 luminaires.
12
-
-
90 W Street Lighting Fixtures with pressure die cast Aluminium housing.
10
-
-
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 Mtrs.
10
-
-
Miscellaneous Items
-
-
-
Providing and fixing charged ABC type fire extingusher including the cost of fixing with nut, bolts etc as required. (5Kg)
12
-
-
Rubber Mats for instalation in front of HT Panels (33KV)
9
-
-
Rubber Mats for instalation in front of LT Panels
25
-
-
33kv line from nearest WTP substation
-
-
-
Providing & Laying XLPE insulated IS:7098/II/85 of approved make H.T.cable for working voltage 33 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 30cmx150cm size trench, 25cm layer of river sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection testing etc.as required of size.
3 core 300.0 Sq.mm
1000
-
-
Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes 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.
1800 mm (ID), Thickness - 10 mm
350
-
-
Lowering, laying in position to correct line and level including M. S. pipes with / without any outcoating, on pedestals or chairs upon piers, trestles etc. The rate to include loading, unloading, hoisting, marginal cutting wherever required, assembling and tack welding, transportation upto 500 m. etc. complete.
Above 1750 mm. Upto 2000 mm. dia.
350
-
-
Welding in all positions with required number of runs, for M.S. pipes internally and / or externally including gauging wherever necessary, fixing appurtenances and other accessories in connection with pipe laying work as per specification.
Butt Joints : Plate thickness (12 mm.)
418.25
-
-
Hydraulic testing of M.S. pipeline to specified pressure including cost of all materials and labour and water for testing for the length upto 1km., using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. The rate under this item shall also include cost of retesting, if necessary.
Above 1800 mm. upto 2250 mm. dia. (I.D.)
0.35
-
-
Providing and applying pipe coating of fibres, coal tar and solvent based rubber modified bituminous primer of density 0.92 gms/cu cm and viscosity of 1000-2000 cps @ 150 gms/sqm followed by seven layers (4mm thick) of polythene polymerised bitumen and polyester of local 7 layers) pipe coat 4 mm should conform to requirement of IS-10221 and AWWA C-203 for prefabricated tapes including covering cost on pipe coating. Rates shall include cost of material coating and wrapping over the pipes, handling charges, preparation of pipe surface, all labour, material, etc. complete. 1800 mm Dia
1978.2
-
-
Providing and applying of elastomeric (450% elongation), thermoplastic, fire retardant, coating skin tensile strength 18 to 21 Kg/ cm2 , antifungal, antibacterial, anticorrosive, graft co-polymer coating on internal surface of pipe lines. 100 Micron DFT of site bonding grade with steel surface and 100 Micron DFT of top coat.
1) pipe lines (external) in unlaid condition.
1800 mm
2008.97
-
-
Gas cutting (either square cut or V cut) pipes, plates, etc. of thickness.
iii) Above 10 mm. Upto 14 mm.
41.82
-
-
Providing, lowering, laying, alingning, fixing in position in pipe line, manually operated DI D/F sluice valves of approved make PN 1.0 class of following dia complete (including jointing and jointing material) including all material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer.
Scour Valve - 400 mm
1
-
-
BFV - Supplying, loading, transporting on site, unloading butterfly valves of PN 1.6 conforming to AWWA C-504 in SGI- IS 1865(Grade 500/7) material with appurtenances and flange adaptors, nuts, bolts, washers, packings etc. stacking the same as directed on site for following diameters. (Electrically operated). The flange adapter used here conforms to AWWA C-219.
1800 mm dia
2
-
-
Supplying, transporting on site and fixing Tamper proof Kinetic Air valves of PN 1.6 in Gray Cast Iron IS 210 FG 260 conforming to AWWA C-512 with sluice valves (double port) with nuts, bolts, washers etc.including making holes in the main and fixing saddle pieces,etc.complete.
200 mm dia Air Valve
2
-
-
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.
1800 mm dia.
2778.3
-
-
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
1800 mm dia
1386
-
-
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 2.5 m to 3.5 m
1800 mm dia
546
-
-
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.
277.83
-
-
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 direction of Engineer -in- charge (for classification of soil item A & B ).
1800 mm dia
1629.81
-
-
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.
1800 mm dia
37.75
-
-
Dismantling of structures (dismantling of existing structures like culvert, bridges, retaining walls and other structures compramising of masonary,cement concrete, wood work steel work including T&P and scafolding wherever necessary sorting the dismental material disposal of of un- serviceable materials and stacking the serviceble materials with all leads.
10
-
-
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. Near Reservoir
11.25
-
-
Providing designation 75A 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.
37.5
-
-
Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - all work upto plinth level.
5.63
-
-
Carriage of materials
-
-
-
Bricks
1.88
-
-
Sand
7.43
-
-
Metal
4.95
-
-
Cement
1.76
-
-
Cutting and Removing of the existing CI/DI/MS pipe section from trenches etc complete in all respect as directed by Engineer in Charge.
50
-
-
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
504
-
-
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.
10950
-
-
Removal of Tress & Site Clearence
Cutting of trees, including cutting of trunks, branches and removal of stumps, roots, stacking of serviceable material with all lifts and up to a lead of 1000 mtrs and earth filling in the depression/pit to required compaction.
Girth from 300 mm to 600 mm
30
-
-
Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS- 458/1988.
300 mm NP-II Class
150
-
-
Lowering, laying and jointing in proper grade and alignment R.C.C. pipes with collar joints in C.M.1:1 proportion or socketed R.C.C. pipes with rubber joints (excluding cost of rubber ring or R.C.C. collar,) including cost of conveyance from stores to site of work, cost of jointing material, labour, etc. complete as directed by Engineerin- charge as per IS- 783-1985.
300 mm NP-II Class
150
-
-
Hydraulic testing of RCC pipe line to specified pressure including cost of all materials and labour and water for testing for specified length including cutting, placing end cap making arrangement for filling safe water using reciprocating type pumps which should be able to provide specified test pressure gauges and other necessary equipments, labour, operation charges, etc. required for testing. 300 mm Dia
0.15
-
-
Providing structural steel work in rolled stanchions fixed with connecting plates or angle cleats as in main and cross beams, hip and jack rafters, purlins connecting to truss members and like as per detailed desings and drawings or as directed by Engineer-incharge including cutting, fabricating, hoisting, erecting, fixing in position, making riveted / bolted / welded connections and one coat of anticorrosive paints and over it two coats of oil painting, etc. complete.
0.03
-
-
Providing and constructing on sewer, B.B. masonry circular manhole concentric cone 1.2 M dia. at bottom and 0.5 M dia. at top and upto a depth of 2.00 M with 23 cm brick work in CM 1:4 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in c.c.1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighing 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm.dia. etc. complete as directed by Engineer-in-charge.
14
-
-
Rebate for every decrease in depth of 50 cm or part thereof
3
-
-
Providing and constructing on sewer, B.B. masonry circular manhole concentric cone 1.5 M dia. at bottom and 0.5 M dia. at top and upto a depth of 5.00 M with 23 cm brick work up to depth of 2 M from top and 35 cm thick brick work for balance depth in CM 1:4 proportion with 20 mm thick smooth plaster on both side in cm 1:2 proportion excluding excavation including foundation concrete 250 mm thick and haunches and channels in c.c.1:2:4 proportion, finishing channels in smooth rendering, providing C.I. dapuri type steps each weighting 5.5 kg., 1:2:4 coping and providing and fixing approved make and quality S.F.R.C. frame and cover of 56 cm.dia. etc. complete as directed by Engineer-in-charge.
1
-
-
Providing 150 mm dia S.W. or R.C.C.pipes in vertical drop arrangement including providing 150 mm dia S.W.and R.C.C. pipe fixed in B.B. masonry of manhole at the required level including providing 150 mm dia double tee ,150 mm dia right angled bend, encasing in B.B. masonry 1:4 proportion all around the pipe,double tee, bend upto the foundation of manhole, jointing, cutting, filleting including neat cement rendering, plugging the opening with jungle wood knob complete as directed by Engineer-in-charge.
As above but for 300 mm dia. Pipes & depth 0.60 M
1
-
-
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
341.11
-
-
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.
300 mm dia
From 1.5 m to 2.5 m
34.11
-
-
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.
300 mm Dia
From 2.5 m to 3.5 m
34.11
-
-
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.
34.11
-
-
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.
For 300 mm dia
354.75
-
-
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.
For 300 mm dia
1.62
-
-
Dismantling of structures (dismentaling of existing structures like culvert, bridges, retaining walls and other structures compramising of masonary,cement concrete, wood work steel work including T&P and scafolding wherever necessary sorting the dismental material disposal of of un- serviceable materials and stacking the serviceble materials with all leads.
For 300 mm dia
1.11
-
-
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.
For 300 mm dia
0.68
-
-
Providing designation 75A 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.
For 300 mm dia
9
-
-
Providing PCC M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50 mm to 25mm size), 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 specification and direction of E/I.
For 300 mm dia
1.35
-
-
Filling in plinth and floors murum bedding in trenches with approved murum from excavated materials from foundation in 15 cm to 20 cm layers including watering and compaction, etc. complete.
16.79
-
-
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.
100
-
-
Encasing of Pipe at utility / lower Cover /Major Road Crossings
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.
5
-
-
Carriage of materials
-
-
-
Bricks
10.72
-
-
Sand
11.08
-
-
Metal
6.1
-
-
Cement
16.61
-
-
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.
1215.67
-
-
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.
10.4
-
-
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.
138.72
-
-
Providing RCC M-200 with nominal mix 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, taxes and royalty all complete, as per building specification and direction E/I
upto 5m height using concrete mixer
891.38
-
-
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 all complete as per building specification and direction of E/I
b) 12 mm (TMT coil Fe500)
69.97
-
-
Carriage of material
-
-
-
Bricks
6.94
-
-
Sand
388.8
-
-
Metal
768.58
-
-
Cement
768.58
-
-
Steel
5.46
-
-
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.
26.34
-
-
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.
0.93
-
-
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.
12.54
-
-
Providing PCC M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade-III (50 mm to 25mm size), 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 specification and direction of E/I.
1.89
-
-
Providing designation 75 A brickwork in CM (1:6) in foundation and plinth with approved quality of clean coarse sand of FM 2 to2.5 including providing 10mm thick mortar joints, cost of screening materials, raking out joints to15 mm depth, curing taxes and royalty all complete as per building specification and direction of E/I.
8.64
-
-
Providing 12mm thick cement plaster(1:6) with clean coarse sand of FM 1.5including screening, curing, with all leads and lifts of water, scaffolding, taxes and royalty all complete as per specification and direction of E/I.
29.16
-
-
Providing and placing Reinforced/ prestressed cement concrete in super structure as per drawing and technical specifications RCC M 20 Grade for slab
1.52
-
-
Supplying , fitting and placing HYSD bar reinforcement in super-structure complete as per drawing and technical specifications
0.12
-
-
Carriage of material
-
-
-
Bricks
4.95
-
-
Sand
4.47
-
-
Metal
3.03
-
-
Cement
1.44
-
-
Steel
0.12
-
-
Manufacturing providing and supplying spirally welded / ERW / SAW / Fabricated M.S. Pipes 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. For 1900 mm dia MS pipe -2200 mm dia 16 mm thick MS pipe
15
-
-
Pushing of M.S. pipe of following dia for road crossing and raiLway 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.
500 mm to 1000 mm dia MS pipe
15
-
-
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.
For 2200 mm dia MS pipe
-
-
-
First Coat
207.24
-
-
Second Coat
207.24
-
-
Raw water pump house(Intake Arrangement)
-
-
-
Electromagnetic flowmeter with flow transmitter and Totalizer -Size-1876mm---1800 MM
1
-
-
Ultrasonic level transmitter
Designing, Supplying, Installing, commissioning & testing of Ultrasonic Raddar type level transmitter CE marked with following technical parameters at Raw Water Pump House and 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
-
-
Pressure Transmitter
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.
Output 4-20 mA
Power supply - 24V DC ext.
Display - 4" LED
Accuracy - +/- 0.1 % of full scale or better
Enclosure- IP 67
9
-
-
Pressure gauges - 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)
9
-
-
Required Instrumentation & power cable - 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.
1500
-
-
Cable Trays
Designing, Supplying, Installing Bending, Cutting Perforated GI tray 80 x 20 mm x3 mm thk for laying of cable etc
900
-
-
Integration panel - SITC of integration panel to communicate with the centralized SCADA centerproposed under ranchi water supply scheme.The integration panel shall consist of redundant RTU ,with redundant power supply modules,redundant GPRS communication modules and 16" panel color HMI.The panel shall be rated to IP-68.The RTU panel shall be enclosed with IP-68 rated enclosure to house the panel and UPS system. The panel design shall consists of the following on a minimum for security of the panel: Door switch: shall initiate a signal to the central SCADA center when the door is opened. Flashing light with siren atop the panel with grill covering: shall flash and siren when the panel is opened on site. This shall indicate unauthorized access to the panel.
1
-
-
PLC Panel
Designing, Supplying, Installing, commissioning & testing of PLC Panel including PLC with CPU & Power supply unit, power supply cable, Interfacing cards, interfacing cables, wireless modules with 25 % extra quantity of all accessories.
1
-
-
PLC based control monitoring and communication software
Design, Supply, Installing,Testing, PLC based control monitoring and communication panel as per IEC 61131 at Pure Water Sump suitable for monitoring and control of pure water Pumps. Pressure Transmitters, Level Transmitter, PH Transmitter, Turbidity Transmitter,residual chlorine analyser ,for all pumps installed.
1
-
-
Surveillance system
Desiging,supplying,installing,commissioning & testing of CCTV IR water proof camera suitable for upto 100ft.with IR Dome camera,control key board,DVR,Hard Disk,cables,UPT transreceivers etc.complete.
2
-
-
Supply, Installation, Commissioning, Testing, Terminating & Interfacing Software Design to PLC and commissioning of SCADA software with required hard tags plus 25% extra and with unlimited soft Tags & life time licence Development version
1
-
-
Developing charges as per requirements
2
-
-
SCADA Server station loaded with SCADA software,latest Windows Operating system,46" LCD monitors connected Via internal LAN network to SCADA servers.Minimum 1 TB capacity hard drive.
2
-
-
Supply, Installation, Testing, Terminating & Interfacing Centralised Historian Server grade Historian PC with Window 7 or latest window operating system & Historian software development cost etc. complete
2
-
-
24 Port Manageable Switch
2
-
-
3 Ph input & 3 Ph output 5 kVA fully microprocessor based true online double conversion UPS system with tubular batteries suitable for 1/2 hrs along with necessary battery racks & interconnections & UPS to battery bank cables to provide UPS power for control system and all instruments and integration panel
2
-
-
Tree plantation at project sites
150
-
-
Monitoring Measures
-
-
-
Air quality monitoring For parameters: PM10 µg/m3, SO2, NOx, CO approved laboratory and submission of report complete in all respect. Calibrated Equipment’s (Quarterly 3 Locations, pipeline network, Intake arrangement and 03 during pre-construction )
39
-
-
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. (Quarterly 3 Locations, pipeline network, Intake arrangement and 03 during pre-construction )
39
-
-
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. (Quarterly 3 Locations, 03 sample during pre-construction)
40
-
-
Surface water monitoring for total coliform, faecal coliform, IS10500 and as per CPCB criteria (Quarterly 3 Locations, 03 sample during pre-construction)
40
-
-
Operation and Maintenance
-
-
-
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. (Quarterly 3 Locations)
36
-
-
Surface water monitoring for total coliform, faecal coliform, IS10500 and as per CPCB criteria (Quarterly 3 Locations, 03 sample during pre-construction)
36
-
-
Capacity Building
-
-
-
Training on EMP implementation
4
-
-
Contractors Orientation to Workers on EMP implementation
4
-
-
Comprehensive Operation & Maintenance With manpower to operate the pumping stations (24 x 7)- 2 operators in 8 hour shift per day.
1st Year
2190
-
-
2nd Year
2190
-
-
3rd Year
2190
-
-
4th Year
2190
-
-
5th Year
2190
-
-
Carrying out operation & maintenance of works for a period of 5 years including cost of all supervisory staff, materials, equipments, consumables, establishment, maintenance & repairs,etc. complete as directed by Engineer-in-Charge & as per detailed specifications.
The Bid will be rejected if the bidder has not coated O&M cost in following rows....
Price will be evaluated based on methodolgy giving in the clause 1.7 of section 3 of bid document
-
-
-
1st Year
1
-
-
2nd Year
1
-
-
3rd Year
1
-
-
4th Year
1
-
-
5th Year
1
-
-
Max guareented electricity consumption (please quote quantity in Kw/year for the serial No. 355 to 359 the column "M" this cost will be used for evaluation)
-
-
-
1st Year
6.5
-
-
2nd Year
6.5
-
-
3rd Year
6.5
-
-
4th Year
6.5
-
-
5th Year
6.5
-
-
Evaluation Notes How It Works ?
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