Urban Development Department Tender
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Costs
EMD
₹ 1,03,73,665Document Cost
₹ 25,000Tender Fee
Refer Documents
Summary
Rehla And Bishrampur Urban Water Supply Scheme With 5 Years
Description
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Contact
Tender Id
2024_UDD_84867_1Bid Award Id
ViewTender No
JUIDCO/NIT/Rehla Bishrampur/UWSS/24/602Tender Authority
Urban Development Department ViewPurchaser Address
-Website
http://http://juidco.jharkhand.gov.in/
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Documents
BOQ Items
1.5 to 2.5
3042.02
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2.5 to 3.5
3042.02
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3.5 to 4.5
3042.02
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-
4.5 to 5.5
3042.02
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5.5 to 6.5
3042.02
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6.5 to 7.5
3042.02
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-
7.5 to 7.62
18.54
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Earth work in excavation of foundation trenches in hard rock (non blasting zone ) or dismantling cement concrete 1:2:4 by manual labour with chisel hammer wedging, barring etc and disposal of exacated materials with initials lead of 50M and lift of 1.5M. Including making the edges straight, dressing, profiling and final preparation of surface all complete as per specification and direction of E/I
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0 to 1.5m
77.26
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-
1.5 to 2.5
51.51
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-
2.5 to 3.5
51.51
-
-
3.5 to 4.5
51.51
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-
4.5 to 5.5
51.51
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-
5.5 to 6.5
4864.01
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-
6.5 to 7.5
3901.51
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-
7.5 to 7.62
6.18
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EW in Excavation for foundation of spillway, head regulator, intake well, outlet, etc as per designed section in hard rock where blasting is required and stacking properly in approved stack yard (beyond 50m from edge of the trenches in the country side ) with initials lead of 150m and intials lift of 1.5m as per specification and direction of E/I ( Exacation hard rock size should be more than 150 lb). Extra earthwork for rock for each additional lift of 1m or part their of over the intial lift of 1.5m as per specification and direction of E/I.lift
1435.64
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-
7.6 to 8.5m
181.3
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-
8.5 to 9.5
206.02
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-
9.5 to 10.5
206.02
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-
10.50 to 11.5
206.02
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11.50 to 12
103.01
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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 specifications and directions of E/I.
94208.64
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Earth work in filling foundation trenches or back filling of masonry structures with suitable earth in layers not exceeding 150mm thick well watered, rammed and fully compacted and finally dressed with earth obtained from excavation of foundation trenches and kept at a lead of 30 m and initial lift of 1.5m complete as per specification and direction of E/I.
1215.42
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Earth work in excavation (As per I.S. 3114/1965 for laying of different types and sizes of pipes so as to give one meter average cover over the socket of pipe with disposal of excavated earth within initial lead and lift as per specification and direction of Engineerin-Charge. For Classification of soil item - B:
DI K-9 Dia 100 mm, 150 mm , 200 mm, 250 mm, 300 mm, 350 mm ,400 mm , 450 mm & 500 mm
102057.68
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Earth work in excavation of cutoff trenches as per design section in ordinary or soft rock(where blasting is not needed Vide classification of soil item-C) with disposal of spoil beyond 50 m away from the toe of dam in country side Initial Lead of 150M. and lift 1.5M. includingmaking the section profile, dressing making the sides in proper prifile and dressing the bed in proper grade etc., all Complete as per Specification and direction of E/I.
17624.54
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Extra for Earthwork in all kinds if 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:DI K-9 Dia 500 Length
341.27
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Earth work in Excavation in Foundation trenches in ordinary soil (Vide Classification of soil item-A) and Disposal of Excavated earth as obtained to a distnce 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 Enginner in Charge.
2827.96
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-
Extra for Earthwoek in hard soil as per specification and direction of E/I (vide classification of soil item-B)
531.09
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-
RCC/PCC
-
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Plain/Reinforced Cement Concrete in Open Foundation complete as per Drawing and Technical Specifications. Using RCC M35 Using batching plant,transit mixer and concrete pump. For Well Curb
32.51
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Plain/Reinforced Cement Concrete in Sub strcuture complete as per Drawing and Technical Specifications. Using RCC M30, Using batching plant,transit mixer and concrete pump. Side walls
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0 to 5m
160.02
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5 to 10m
117.65
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10 to 21m
258.84
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upto Roof level
62.77
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Furnishing and placing Reinforced Cement Concrete/prestressed concrete in Super Structure complete as per Drawing and Technical Specifications. Using batching plant,transit mixer and concrte pump. (for T-Beams & Slab) Height Above 10M. Grade M30 for (Slab,Beams,Corridor Slab)
27.68
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Plain cement concrete 1:3:6 nominal mix in foundation with crushed stone aggregate 40 mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
38.99
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Reinforced Cement Concrete RCC Grade M30 in Open Foundation complete as per Drawing and Technical Specifications.
138.86
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-
Reinforced Cement Concrete RCC Grade M25 in Sub Structure complete as per Drawing and Technical Specifications.
61.8
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Reinforced Cement Concrete RCC Grade M25 in Sub Structure complete as per Drawing and Technical Specifications. Tie Beams 0-10 mts Height,Cross Beams 0-5 mts Height and Longitudinal Beams
87.26
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Reinforced Cement Concrete RCC Grade M25 in Super Structure complete as per Drawing and Technical Specifications. (for T-Beams & Slab) Height Above 10M
123.52
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Construction of precast RCC railing of M30 Grade,aggregate size not exceeding 12mm,true to line and grade, tolurence of vertical RCC post not to exceed 1 in 500,centre to centre spacing between vertical post not to exceed 2000mm,leaving adequate space between vertical post for expansion, complete as per approved drawings and technical specifications
1050
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plain / Reinforcement cement concrete in open foundation complete as per drawing and technical specifications (using concrete mixer)
52.2
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Providing PCC M-10 in Nominal Mix of (1:3:6) in Foundation with approved Quality of Stone metal grade-III 50mm to 25mm Size Graded and Clean Coarse sand of F.M 2.5 to 3 including screening Shuttering, mixing cement Concrete in Mixer Placing in Position vibrating, Striking, Curing, all Complete as per Building Specification and Direction of Engineer in Charge.
28.29
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Providing PCC M-10 in Nominal Mix of (1:3:6) in Foundation with approved Quality of Stone metal grade-III (50 to 25 mm size) Clean Coarse sand of F.M 2.5 to 3 including screening Shuttering, mixing cement Concrete in Mixer Placing in Position vibrating, Striking, Curing, all Complete as per Building Specification and Direction of Engineer in Charge.
62
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-
Providing PCC M-10 in Nominal Mix of (1:3:6) in Foundation with approved Quality of Stone metal grade-III (50 to 25 mm size) Clean Coarse sand of F.M 2.5 to 3 including screening Shuttering, mixing cement Concrete in Mixer Placing in Position vibrating, Striking, Curing, all Complete as per Building Specification and Direction of Engineer in Charge. M-10
35.66
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Providing RCC M-15 with Nominal Mix of (1:2:4) in foundation and plinth with approved quality of Stone chips 20 mm to 6 mm size gradded & clean coarse sand of FM 2.5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position vibrating striking curing all complete as per building specification & direction of engineer-in-charge for RCC-M15
280.5
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BrickWork
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Providing designation 75 A brick flat soling jointsfilled with local sandincluding cost of watering all completeas per building specification and direction of E/l
523.64
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Providing Designation 75A brick work in C.M(1:6) in foundation and plinth with approved quality of Clean coarse Sand of F.M 2 to 2.5 Including providing 10mm thick Mortor Joints, Costs of Screening, Materials, Scoffolding, raking out Joints to 15mm Depth Curing, all Complete as per Building Specification and Direction of Engineer in Charge.
981.42
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supplying, fitting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications
26921.22
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Reinforcement/steel
-
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Providing Reinforcement (round bars confirming to I.S 432 dia in mm (IS 2062 Gr A) of 6 & 8 mm dia Rods as per approved design and Drawing excluding carriage of bars to work Site, Cutting, Bending and Binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Building Specifiction and Direction of Engineer in Charge.
107.95
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Providing Reinforcement (round bars confirming to I.S 432 dia in mm (IS 2062 Gr A) of 6& 8 mm dia Rods as per approved design and Drawing excluding carriage of bars to work Site, Cutting, Bending and Binding with annealed wire with cost of wire removal of rust placing the rods in position all complete as per Building Specifiction and Direction of Engineer in Charge
In well steining wall, beams and columns, foundation 1.5% of concrete quantity.1.50%x7.85 of Super Structure for Roof Slab and Cantiliver Slab.
82.25
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Plasterwork
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Providing 12 mm thick cement plaster with clean coarse sand of F.M.1.5 including screening, curing with all leads and lifts of water, scaffolding all complete as per building specification and direction of E/I.
7653.8
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Painting
-
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Cement Washing Two Coats
1730.65
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Providing 2 (two) coats of painting with ready mixed paints of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding all complete as per building specification & direction of E/I.
37.77
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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 cofferdam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note : Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable. 30 payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (Type section is shown on last page of type design section of CSR).Cofferdam
9500
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Supplying, fitting and fixing fully galzed steel door, window or ventilations of standard rolled 'Z' and mullion steel sections and size as per IS- 1038 joints met and welded with 100x16x3mm M.S lugs fixed in cement concrete (1:2:4) blocks 15x10x10cm,size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with Aluminium beads and inner frame fixed with lugs with 20mm long 6.3 mm G.I counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys all complete as per building specification and direction of E/I.
6.75
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Providing 12 mm thick cement plaster(1:3) with clean coarse sand of F.M.1.5 including screening, curing with all leads and lifts of water, scaffolding all complete as per building specification and direction of E/I.
288.44
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-
Providing 19mm thick water proof cement plaster (1:3) with clean coarse sand of F.M1.5 with 5% cico or any other approved water proofing compound including screeing, curing with all leads and lifts of water, scaffolding all complete as per building specification and direction of E/I. (inner walls, Ceiling,Deductions)
313.81
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-
Providing two coats of oil bound distemper of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffoldihg washing of floors all complete as per building specification and direction of E/I.
288.44
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Providing two coats of Plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing the plastered surface by rubbing smooth with pumice stone or fine sand paper applying putty wherever required scaffoldihg washing of floors all complete as per building specification and direction of E/I.
313.81
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Providing & Fixing GI pipe railing having 1 m height consisting 50 x 50 x 6 mm thick M.S. angles as verticals at 1.50 m c/c and additional posts at every corner with 3 rows of 25 mm dia G.I. pipes of medium class variety as horizontal and painting 3 coats of oil paint over 1 coat of anticorrosive paint of approved colour and shade including cost of all labour, trantsporting bends to curved shape, etc, complete.
45
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-
Providing and fixing GI earth tape for Lightning Arrester: Providing and laying copper tape 32 mm x 6 mm from earth electrode directly in ground as required
40
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-
Electric Operated Circular or Rectangular Travelling Crane (Single Girder) Supplying single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block. 5 Tonne Capacity Above 6 m up to 8 m span Provision for Electrical Wiring
1
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-
Point wiring in PVC conduit, with modular type switch:- Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular type switch, modular plate, suitable size G.I. box etc. as Group-B
24
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-
Circuit/ submain wiring in PVC conduit:- wiring for circuit/ submain wiring along with earth wire with the following sizes PVC copper conductor, single core cable in surface/ recessed PVC conduit as required. 2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire
110
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-
2 x 4.0 sq.mm + 1 x 4.0 sq.mm earth wire
310
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-
2 x 10.0 sq.mm + 1 x 10.0 sq.mm earth wire
140
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-
4 x 16.0 sq.mm + 2 x 16.0 sq.mm earth wire
180
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-
Supply & Fixing of PV Conduit: Supply & fixing of following sizes pvc conduit along with necessories in surface/recess incluiding cutting the wall & making good as same in case recessed conduit as required 20mm
225
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-
25 mm
85
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-
Supply & fixing modular type switch/socket: Supply & fixing following modular type switch/socket on the exisitng modular plate and switch box including connection but excluding modular plate etc,.. 5/6 amps, one way switch
3
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-
15/16 amps, one way switch
2
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-
5/6 amps, 3 Socket outlet
2
-
-
15/16 amps, 6 pin Socket
1
-
-
Supply & fixing modular boxes, base & cover plate: Supply & fixing following size/modules GI box along with modular base and cover plate for modular switches in recess etc, 5/6 amps, one way switch
3
-
-
Supply & fixing modular type electronic fan regulator: Supply & fixing stepped type electronic fan regulator plate swotch box including connections but exculding modular plate etc. 12 module (135 mm x 205 mm x 60 mm)
1
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-
Supply and fixing batten/angle holder including connection
4
-
-
ITC Flourescent Fitting with down rods: Installation, testing and commisioning of pre-wired flourescent fitting/compact fluorescent fitting of all types, complete with all accessories and tube etc.,,, including supplying and fixing ball and socket arrangement, 2 no. down rods of 20mm dia
4
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-
Supply & fixing following way, three pole and neutral sheet, MCB distribution board, 415 volts, on surface/recess complete with tinned copper bus bar, detachbale glan plate, interconnections, phosphitized and powder painted including earthed etc,. MCB/ISolator/RCCB) 4 way(4+12), single door, horizontal type
1
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-
6 way(4+18), single door, horizontal type
4
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-
Supplying and fixing following rating TP&N,(Three phase & Neutral) 415 volts, rdesidual current circuit breaker (RCCB) nhaving a sensitivity current upto 300 milliamperes in the exisitng MCB DB complete with connections, testing, commisioning etc,. 16/25 amps
6
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-
40 amps
3
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-
63 amps
2
-
-
100 amps
2
-
-
Earthing with G.I Earth pipe 4.5 mtr long, 40mm dia including accessories, and providing nasonary enclosure with cover plate having locking arranngement and watering pipe etc,,.. With charcoal and salt.
2
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-
Supply and laying 8 SWG copper wire with 0.50 meter below ground level for conductor earth electrode, including soldering etc,
22
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-
DI Pipe :Providing and supplying ISI mark centrifugally Cast (Spun) Ductile Iron Pipes of 100mm and above all diameter for Water works with socket & spigot ends confirming to IS:8329 /2000 in standard working lengths of 4.5, 5.5 & 6.0 M for classification K-7 & K-9 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipes with outside Zinc and bituminous coating (Including cost of one No. gasket for each Pipe). 700mm Dia DI-K9 Pipe
25
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-
Providing double flange sluice valve confirming for IS- 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps (700 mm Dia Valve) Without bypass arrangment PN-1.6
3
-
-
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 Engineerin- charge. (700 mm Dia Valve)
3
-
-
Infiltration Galleries
-
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-
Design and supply of V. wire screen laterals suitable for infiltration galleries per site condition and detail provided End connection suitable flange excluding taxes and transportion.
Dia-14 inch (350mm) ID-338mm OD-363mm screen thickness-12.5mm Slot-1.00 mm MOC-Low Carbon Galvenised steeILenght-5 mtr. - 1 Nos.
1155
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-
Supplying labour, tools, tackles, lubricant etc for laying and jointing CIS/S tylon pipes class LA)/DI pipe in trenches without rubber gaskets (rubber agskets making gasket joints including providing night guard barrier and red light to safe guard accident, all complete and laying of pipes is to be done as per IS S 3114-1985)as per design, specification and direction of E/I - 1 Nos.
1155
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-
Providing, lowering,laying and placing in position, shrouding material for porous pipe gallery/slotted pipe gallery/ trench gallery with all leads and lifts involved including transportation of materials to site of works,screening and washing of materials and placing in position with given section, etc. complete as directed by Engineer
-
-
-
On Top and Below Infiltration Galleries
2310
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-
40 mm gauge pebbles
924
-
-
12mm to 20 mm gauge pebbles
577.5
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-
6 to 12 mm gauge pebbles
577.5
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-
Dewatering the excavated trenches and pools of water in the building trenches/ pipeline trenches by 30 no. of 10HP diesel pump including CP, all complete as per direction of E/I. 10 HP
875
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-
Road Cutting/Road restoring
-
-
-
Supplying tools and cutting road as well restoring the same as per specification and direction of E/I
14271.91
-
-
Pucca road (expect black top only taken out materials to be used) for cutting road as per requirement
-
-
-
Total road cutting
19850.31
-
-
Water bound macadam road (taken out material will be used) for cutting road as per requirement and making good the same.
22161.96
-
-
Dismaitaling 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.
13831.65
-
-
Sand Filling
-
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-
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, all complete as per building specification and direction of E/I
2939.87
-
-
RWRM, CWRM
-
-
-
DI Pipe :Providing and supplying ISI mark centrifugally Cast (Spun) Ductile Iron Pipes of 100mm and above all diameter for Water works with socket & spigot ends confirming to IS:8329 /2000 in standard working lengths of 4.5, 5.5 & 6.0 M for classification K-7 & K-9 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipes with outside Zinc and bituminous coating.
-
-
-
150 mm dia DI K9
5500
-
-
200 mm dia DI K9
1950
-
-
400 mm dia DI K9
8270
-
-
500 mm Dia DI-K9
6825.3
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-
Providing and supplying ISI standard D.I.Specials & Fitting with Sealing rubber gasket of S.B.R,complete with cast iron followier Gland and M.S nut bolts coated or otherwise protected from rusting and suitable for D.I pipes complete as per IS-9523 class
32438.35
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-
Supplying labour ,tools , tackles, lubricant ect for laying and jointing DI/CIS/S tyton pipes(class LA)/D.I pipe in trenches supplying rubber gasket(rubber gaskets confirming to I.S.S-5382-1969) and making gasket joints including providing night guard,barrier and red light to safe guard against accident, all complete and laying of pipe is to be done as per ISS 3114-1985)as per design, specification and direction of E/I.
-
-
-
150 mm dia DI K9
5500
-
-
200 mm dia DI K9
1950
-
-
400 mm dia DI K9
8270
-
-
500 mm dia DI K9
6825.3
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-
Providing double flange sluice valve confirming for IS- 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps . Without by pass arrangement -PN -1.6 (500 mm Dia)
-
-
-
150 mm dia DI K9
2
-
-
200 mm dia DI K9
1
-
-
400 mm dia DI K9
1
-
-
500 mm dia DI K9
2
-
-
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 Engineer in Charge.
-
-
-
150 mm dia DI K9
2
-
-
200 mm dia DI K9
1
-
-
400 mm dia DI K9
1
-
-
500 mm dia DI K9
2
-
-
Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications having small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring,with built-in Kinetic features, isolating sluice valve mounted in horizontal position and operated by wheel gearing, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, in all respect etc. complete.
-
-
-
(80 mm (PN 1.6 ))
20
-
-
(100 mm (PN 1.6 ))
9
-
-
Supplying labour & tools for fixing C.I. double acting Air valve in trenches as per specification and direction of E/I.
-
-
-
80 mm Dia
20
-
-
100 mm Dia
9
-
-
Providing and supplying ISI mark CI D/F reflux Valves (non return valves) of following dia including all taxes(central and Local),railway freight,inspection Charges unloding from railway wagon , loading into truck, transportation upto departmental stroes/ site, unloading, stacking ect, complete, Reflux valve as oer I.S 5312 part i(1984) Without Bypass arrangement -PN-1.6.
-
-
-
150 mm dia DI K9
1
-
-
200 mm dia DI K9
1
-
-
400 mm dia DI K9
4
-
-
500 mm dia DI K9
1
-
-
Lowering,laying and jointing in position Following C.I.D/F Reflux Valve,Butterfly Valve and Sluice valve including cost of all labour ,jointing material,including nut bolts and giving satisfactory hydraulic testing ect.complete
-
-
-
150 mm dia DI K9
1
-
-
200 mm dia DI K9
1
-
-
400 mm dia DI K9
4
-
-
500 mm dia DI K9
1
-
-
Thrust Block -500 mm Ø Pipes for 90 degrees
12
-
-
Thrust Block -500 mm Ø Pipes for 22.50 degrees
13
-
-
Anchor Block -500 mm Ø Pipes
3
-
-
Supply & Erection of 1-no's-630 KVA, 4 no's -200 KVA, Transformer, 11 KV, LT Feeder & along with other facilities
-
-
-
HT Line: Cost for provision of11 KV line HT Overhead Electric Insolated feeder line including cost of drawing 11 KV HT line up to Proposed substation from the nearest available power source, etc. all complete from JSEB.
4
-
-
L.T.Lines 3 Phase 4 wire on PCC Supports Using Rabbit/Weasel Conductors with maximum span of 50 mtrs
3
-
-
Supplying outdoor type copper wound transformer continuously rated for 3Ph, 50 Hz, at full load and temp. rise not exceeding 45˚ C by thermometer in oil and 50° C by the resistance in winding after continuous run at full load rating, the transformer should have oil immersed winding having vector group DY11, HT side connected in delta and LT side connected in star with neutral brought out connected to provide separate earthing. The Transformer shall have power terminal arrangement, bushing/ cable end box on HT side and cable end box on LT side. 2Nos channels with stoppers shall be provided and fixed on the provided plinth for mounting the transformer. The transformer should have following standard fittings. Transformer shall be latest manufacturing standards as per amended IS specifications and the load & No load losses shall be limited to the values given below or as per IS or Norms issued by MSEDC Ltd / JSEB which ever are lower-
-
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-
1. Oil conservator with filling hole with cap and plain oil level gauge.
-
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-
2. Silica gel dehydrating breather charged with silica gel.
-
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-
3. Oil drain valve
-
-
-
4. Oil filter valve
-
-
-
5. Lifting eyes/ hooks
-
-
-
6. Two earthing terminals
-
-
-
7. Diagram and rating plate
-
-
-
8. Air vent
-
-
-
9. Explosion vent
-
-
-
10. 100mm dia thermo meter with thermometer pocket
-
-
-
11. Four bi directional plain roller.
-
-
-
Power Transformer 11000/433 volts With off load Tap Changer – 12.5% to +2.5% in steps of 2.5%
-
-
-
160KVA (No load loss 260w and load loss 1760w)
1
-
-
200KVA(No load loss 500w and load loss3000w)
4
-
-
630 KVA (No load loss 1000w and load loss 7000w)
1
-
-
G.I Earth eletrode with salt/charcoal: Earthing with G.I earth pipe 4.5 mte long,40 mm dia including accessories,and providing masonary enclosure with cover plate having locking arangement and watering pipe ect.with charcoal and salt .
12
-
-
S/L 8 swg copper wire in ground level for conductor earth electrode, including soldering etc.
36
-
-
WTP
-
-
-
Construction of 21.00 MLD Capacity Conventional Water Treatment Plant at Head Works
-
-
-
Designing (aesthetically), providing constructing and commissioning Conventional Water Treatment Plant consisting of all Civil, Mechanical and Electrical works including cost of providing and applying epoxy paint to inside surface of water retaining structures in contact with chlorine and providing antitermite treatment to entire structure below ground level, mechanical and electrical components of various sub-works as given below, including necessary hydraulic testing, structural testing, equipment testing and trial run for a period of 3 months, etc. complete as directed by Engineer-in-charge (turn-key job).
-
-
-
Aeration Fountain- Plan are a not less than 0.625 square metre per MLD
-
-
-
Ventury Flume - With necessary devices, consisting of simple mechanical indicator. (Pedestal type gauge)
-
-
-
Flash Mixer - Rapid mixing device, detention time 60 seconds to give velocity gradient 300 to 400 sec -1, vane mixer type conforming to I.S. 7090 of 1985
-
-
-
Flocculator – Conforming to I.S.7208-1974 (Type-C) with detention period of 30 minutes.
-
-
-
Clarifier - Horizontal flow circular tank, detention period 2-5 hours, overflow rate 30 cubic metre per square metre per day (to be specified), Weir loading not more than 300 cubic metre per metre per day, with mechanical sludge scraper conforming to I.S. No. 10313- 1982. with necessary inlet arrangements.
-
-
-
Rapid Sand Filter sand Filter House-Filter designed for filteration rate of 5,000 litres per square metre per hour, minimum 2 beds for plant upto 10 MLD, for larger plants as specified, filters to be located in filter house with roof slab, pipe gallery and platform minimum 5.5 metre in width with constant rate filtration or declining rate filtration.
-
-
-
FilterSand-Effective size 0.45 to 0.70mm, uniformity coefficient not more than 1.7, nor less than 1.3, depth of water over sand 0.75M, free board 50cm, gravel 0.45M in depth, sand and gravel conforming to I.S. 8491 (i)-77, back wash by air wash, standard appurtenances (to be specified), rate of flow controller, filter gauge, sand expansion gauge, etc.
-
-
-
Wash Water Tank-Capacity to be specified and suitable to supply water to wash specified number of filter beds at a time 12 minutes @ 600 lit/sqm/min. under a head of 12 m at under drain.
-
-
-
Wash Water Pumps- Capacity to fill water tank in 1 hour with 100% standby.
-
-
-
Air Blowers- Capable of delivering 600 LMP per square metre of free air, of filter area at 0.4kg / sq.cm at the under drains (100% stand by) for period of 5 min.
-
-
-
Chemical House in Two Storeys
-
-
-
Ground floor to accommodate 7 days' alum requirement and sundry storage. (Minimum 4 m height)
-
-
-
First floor to accommodate alum and lime tanks. Chain pully block etc. (min. 5 m height)
-
-
-
Solution tanks - Minimum 3 tanks (one for preparation, second for dosing and third as stand by), each tank capable of giving 8 hours maximum dose without interruption, minimum free board 0.30M, trays for dissolving, level indicator, mechanical agitation devices, solution feed and drain lines, solution feed device (constant head device, strength of solution upto 10% only) conforming to I.S. 9222 Part-I 1979.
-
-
-
Pure Water Sump and Pump House.
-
-
-
Capacity of sump – One hour of designed flow.
-
-
-
Pump House- Pump house of required size over the sump or by the side.
-
-
-
Store House - Suitable for alum storage of three months and 7 days temporary storage, 7 days TCL requirement in mansoon with 20%extra capacity for other sundry articles.
-
-
-
Vacuum feed type Chlorinators- Make tobe approved by MJP.
-
-
-
Conforming to I.S. 10533 - A Part-II 1983
-
-
-
Rate for withdrawal
-
-
-
Temperature Kg. of Chlorine discharge per day
-
-
-
Degree "C" Cylinders
-
-
-
45 67 Tonnes
-
-
-
10 6.35 9.50 110
-
-
-
15 10.75 16.10 130
-
-
-
20 14.50 21.24 254
-
-
-
27&Above 18.70 28.12 315
-
-
-
Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983.
-
-
-
100% standby shall be provided.
-
-
-
By pass arrangements - C.I. or M.S. pipes.
-
-
-
Disposal of waste from WTP : Safe disposal arrangement to nearby nalla including cost of pipe.
-
-
-
For WTP of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided , including sump, pumping machinary, rising main etc. complete.
-
-
-
Drainage arrangements To decant all units of WTP with CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.
-
-
-
Electrical installation – Both internal and external including entire plant area.
-
-
-
Laboratory equipment –As per requirement (to be specified during tendering).
-
-
-
Sanitary blocks – Carpet area -15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld.
-
-
-
Administrative block and internal road-To accommodate office room, chlorine room, laboratory room, panel board room, blower room etc. and WBM road to connect all units from main gate of plot.
-
-
-
Rates given below are inclusive of up lift pressure if any and dewatering during entire work.
-
-
-
Disposal of waste from WTP : Safe disposal arrangement to nearby nalla including cost of pipes.
-
-
-
For WTP of capacity 30 mld and more additional arrangements for backwash water recycle shall be provided, including sump, pumping machinary, rising main etc. complete.
-
-
-
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-30
-
-
-
All pipes and conduits channel with 20% overloading capacity.
-
-
-
Note: Conditions from Sr. No. 1 to 19 shall form a part and parcel of the tender and must be incorporated in draft tender papers of conventional treatment plants (proposed).
-
-
-
Cost of 21.00 MLD treatment plant
1
-
-
Vertical Turbine Pumps , 3 No's as 200 HP Capacity
-
-
-
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, Number 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 meter 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 liter 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.
-
-
-
Discharging 7943 LPM , Head -79 M -200HP
3
-
-
Pumping Machinery
-
-
-
Supply and delivery of Horizontal split casing centrifugal pump conforming to IS 1520 and as amended thereafter with CI casing and split glands, stainless steel shaft, hydraulically and dynamically balanced bronze impellers capable of discharging required quantity of water against a total head noted below due to all causes and with the accessories such as G.M air release cock, Grease cup, G.I priming funnel, M.S lifting hook, drip water G.I pipe connections, leading to the outside of pump house rubber water deflector, double flap foot valve, G.M strainer including unique tyre type coupling, common M.S fabricated base to mount pump and motor and other standard fittings etc complete. Pump shall be capable of discharging the specified quantity at the head noted at the minimum NPSH at site conditions. The shut off head shall be atleast 25% over and above the head at duty point. The pump shall be suitable for operation in AC three phase , 415 V , 50 Hz , 1500 RPM.
-
-
-
Discharging 2771 LPM , Head -29 M -40HP
3
-
-
Discharging 2771 LPM, Head -94 M , 120 HP
3
-
-
Hand operated Circular or Rectangular Travelling Crane (Single Girder)Supplying Single Girder Hand Operated Circular/ Rectangular Travelling Crane with 6 m lift complete with chain pulley block ISI marked and travelling trolley both tested for 50% overload including arrangement for longitudinal travel / circular travel and cross travel with wheel, hand chain, etc complete. 3 Tonne Capacity Above 5 m up to 6 m span
3
-
-
Supply and delivery of AC three Phase 4 pole Horizontal squirrel cage Induction motor confirming to IS 325/1996 and as amended thereafter with Class F insulation to suit the speed of pump and suitable for operation with continuous S1 rated, 415V +/- 10 %, 50 HZ +/- 5% supply , TEFC (upto 20 HP), SPDP (above 20 HP).The motor offered should be of energy efficient motors. 15kw.
-
-
-
Discharge LPM 969 , 20 HP (15 KW)
4
-
-
Supply,Installation,Testing,Commissioning of Horizontal foot mounted IE3 type 4 pole TEFC,S1 duty,Ip-55,415 Volts Squirrel Cage Enclosure Confirming to protection IP55 suitabla operation on 415+/- 10%,3 Phase 50 HZ +/- 5% ac supply with Ambient 50 C class F insulation with temperature rise limited to class B induction Motor confiriming to IS-325 &IS 12615-2011 with latest Amendments of the following rating
-
-
-
Discharge 2639 LPM , Head -94 m -120 HP ( 90KW)
3
-
-
(ESR)
-
-
-
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 meters centre to centre for ESR having capacity upto 500 Cum and Not more than 6m c/c for ESR having Capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the in side face of the container including refilling disposing off the surplus stuff within a lead of 50 metre, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout, overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. Grill gate of 2M height with locking arrangement of approved design, B.B. Masonry chambers for all valves, ventilating shafts providing and applying three coats of Cement paint to the structure including roof slab and epoxy paint to internal surface and anti-termite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer In - Charge.
-
-
-
The design of the structure be in accordance with relevant I.S specification (I.S. 3370 - 1965 or revised.)
-
-
-
The design shall satisfy the stipulation 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 confirming to I.S. 1786 or I.S. 1139 shall be used, grade- II mild steel bars will not be allowed.
-
-
-
Irrespective of the 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 lakhs litres capacity and providing spiral staircase for E.S.R. above 2 lakhs 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-250. Structures in contact with water shall be designed & casted in M- 300
-
-
-
These rates are including the cost of up lift pressure if any and entire dewatering during execution. Incase of water logging area where water is struck at shallow depth, extra provision of dewatering shall be made as per site condition.
-
-
-
All conditions given in the Member Secretary's Circular No. MJP / TSI / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.
-
-
-
75 % part rate shall be payable for reinforced 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 in complete.
-
-
-
The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipe and valves including cost of jointing materials upto 5 M beyond outer face of outer most column. (Cost of pipe specials and valves is taken as 10% of the cost of ESR as per table)
-
-
-
For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I. / M.S. pipes assembly with minimum 8 mm thickness upto 500 mm dia. And minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from in side and out side.
-
-
-
Below mentioned rates are for foundation with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sq.m and by 5 % where SBC is more than 5MT / sqm and upto 10 MT / sqm. This % of 5 % or 7. 5 % is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
-
-
-
The rate shall be increased by 30 % for bearing piles upto depth of 10 M and for further increased in depth by 5 M each, it shall be increased by another 10%. These rates are applicable where raft is not reasible. For pile foundations sulphate resistant cement shall only be used. Single pile for the column is not permitted group of piles shall be designed with pile cap for each column of ESR.
-
-
-
These rates are applicable for staging height of 12 M. These rates shall be increased or decreased for per metre variation in this staging height as below :
-
-
-
12 to 16 M staging - 2% per metre
-
-
-
16 to 20 M staging - 3% per metre
-
-
-
20 M and above - 4% per metre
-
-
-
For 17 M Staging height percentage caluculation will be like below:
-
-
-
12 to 16 M staging - 4 x 2 = 8%
-
-
-
16 to 17 M staging - 1 x 3% = 3% Total = 11%
-
-
-
For 21 M Staging height percentage caluculation will be like below:
-
-
-
12 to 16 M staging - 4 x 2 = 8%
-
-
-
16 to 20 M staging - 4 x 3% = 12%
-
-
-
20 to 21 M staging - 1 x 4% Total = 24%
-
-
-
Following rates are for seismic zone III . For zone IV, these rates shall be increased by 5% and for zone II, these rates shall be decreased by 5%. Concerned Exexcutive Engineer shall confirm the seismic zone for the scheme from the seismic zones plan before estimation and adopt appropriate rates as per actual seismic zones. (Seismic map attached in this SOR)
-
-
-
Notes
-
-
-
Conditions from Sr.No.1 to 10 shall form a part and parcel of the tender and must be included in the draft tender papers for works of R.C.C, E.S.R
-
-
-
Conditions from Sr.No. 11 to 16 are for estimation purpose only and shall not apprear in the tender
-
-
-
ESR(Zone-1&2) 2000KL & 20 M
1
-
-
ESR(Zone-3&4) 2400 KL & 20 M
1
-
-
ESR(Zone-5) 500KL & 15 M
1
-
-
DISTRIBUTION SYSTEM
-
-
-
DI Pipe :Providing and supplying ISI mark centrifugally Cast (Spun) Ductile Iron Pipes of 100mm and above all diameter for Water works with socket & spigot ends confirming to IS:8329 /2000 in standard working lengths of 4.5, 5.5 & 6.0 M for classification K-7 & K-9 suitable for push-on-joint (Rubber Gasket D jointing) with cement mortar lining inside the pipes with outside Zinc and bituminous coating (Including cost of one No. gasket for each Pipe).
-
-
-
100 mm Dia DI-K7 Pipe
83297.26
-
-
150 mm Dia DI-K7 Pipe
18851.67
-
-
200 mm Dia DI-K7 Pipe
11656.74
-
-
250 mm Dia DI-K7 Pipe
4452.18
-
-
300 mm Dia DI-K7 Pipe
3571.69
-
-
350 mm Dia DI-K7 Pipe
1314.23
-
-
400 mm Dia DI-K7 Pipe
4295.78
-
-
450 mm Dia DI-K7 Pipe
1090
-
-
500 mm Dia DI-K7 Pipe
2133.29
-
-
Providing and supplying ISI standard D.I.Specials & Fitting with Sealing rubber gasket of S.B.R,complete with cast iron followier Gland and M.S nut bolts coated or otherwise protected from rusting and suitable for D.I pipes including ED,CST,all taxes,ect.complete as per IS-9523 class K-12.
23254.45
-
-
Supplying labour ,tools , tackles, lubricant ectfor laying and jointing C.I/C.I.S/S tyton pipes(class LA)/D.I pipe in trenches supplying rubber gasket(rubber gaskets confirming to I.S.S-5382-1969) and making gasketjoints including providing night guard,barrier and red light to safe guard against accident, all complete(pipe to be supplied departmenatlly free of cost and laying of pipe is to be done as per I.S.S. 3114-1985)as per design, specification and direction of E/I
-
-
-
100 mm Dia DI-K7 Pipe
83297.26
-
-
150 mm Dia DI - K7 Pipe
18851.67
-
-
200 mm Dia DI-K7 Pipe
11656.74
-
-
250 mm Dia DI-K7 Pipe
4452.18
-
-
300 mm Dia DI-K7 Pipe
3571.69
-
-
350 mm Dia DI-K7 Pipe
1314.23
-
-
450 mm Dia DI-K7 Pipe
1090
-
-
500 mm Dia DI-K7 Pipe
2133.29
-
-
Labour charges for one cutting of cast Iron /DI pipe & specials including supplying ,necessary tools and plants,chipping or filling the surface finish as per the specification and direction of E/I.
-
-
-
100 mm Dia DI-K7 Pipe
1666
-
-
150 mm Dia DI-K7 Pipe
377
-
-
200 mm Dia DI-K7 Pipe
233
-
-
250 mm Dia DI-K7 Pipe
89
-
-
300 mm Dia DI-K7 Pipe
71
-
-
350 mm Dia DI-K7 Pipe
26
-
-
400 mm Dia DI-K7 Pipe
86
-
-
450 mm Dia DI-K7 Pipe
22
-
-
500 mm Dia DI-K7 Pipe
43
-
-
Supply labours,tools and tackels for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe all complete as per specification direction E/I.
-
-
-
100 mm Dia DI-K7 Pipe
83297.26
-
-
150 mm Dia DI-K7 Pipe
18851.67
-
-
200 mm Dia DI-K7 Pipe
11656.74
-
-
250 mm Dia DI-K7 Pipe
4452.18
-
-
300 mm Dia DI-K7 Pipe
3571.69
-
-
350 mm Dia DI-K7 Pipe
1314.23
-
-
400 mm Dia DI-K7 Pipe
4295.78
-
-
450 mm Dia DI-K7 Pipe
1090
-
-
500 mm Dia DI-K7 Pipe
2133.29
-
-
Providing double flange sluice valve confirming for IS- 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps all transportation etc. complete. Without by pass arrangement -PN -1.6
-
-
-
100 mm Dia
84
-
-
150 mm Dia
19
-
-
200 mm Dia
12
-
-
250 mm Dia
5
-
-
300 mm Dia
4
-
-
350 mm Dia
2
-
-
400 mm Dia
5
-
-
450 mm Dia
2
-
-
500 mm Dia
3
-
-
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 Engineer in Charge.
-
-
-
100 mm Dia
84
-
-
150 mm Dia
19
-
-
200 mm Dia
12
-
-
250 mm Dia
5
-
-
300 mm Dia
4
-
-
350 mm Dia
2
-
-
400 mm Dia
5
-
-
450 mm Dia
2
-
-
500 mm Dia
3
-
-
Providing and supplying Kinetic Double Orifice type Air Valves to IS 14845 as per MJP's standard specifications COMBINED with screw down isolating valve , small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores/site, excluding GST levied by GOI & GOM in all respect etc. complete. (PN - 1.6) for 80 mm Dia
26
-
-
Supplying labour & tools for fixing C.I. double acting Air valve in trenches as per specification and direction of E/I. (C.I. double acting Air valve. For 80 mm Dia
26
-
-
Supply,Transporting the S.P Fire Hydrants Including Duck Foot Bend,S.V and S.V raod box,Painting the Hydrant, Fixing the Saddle Piece,Supplying and Laying Required length of C.I pipeling and jointing the same spun yarn,molten lead including Caulking,Fixing the S.V raod box in one BrickMansonry Chamber in 1.5 Cm with 12 mm Thick 1:3 cement plaser both inside and outside on 1:3:6 C.C 150 mm thick ect.complete as specified and Directed(as per I.S 900/1965 Revised)Provide-1 no's in Each ward
18
-
-
Staff Quarters
-
-
-
Providing Random rubble stone masonry in C.M. (1:4) in foundation and plinth with hammer dressed stone of less than 0.03 M3 in volume and clean coarse sand of F.M. 2 to 2.5 including cost of screening,raking out joints to 20 mm depth,curing, all complete as per building specification and direction of Engineer-in-charge
39.87
-
-
Filling in Foundation trenches and Plinth in Layers not Exceeding 150mm Thick Well Watered, Rammed, Fully Compacted and Fine Dressed with Earth obtained from excavation of Foudation trenches with a lead of 50 M lift of 1.5 m all Complete as per Building Specification and Direction of Engineer in charge.
33.72
-
-
Providing RCC M-20 with Nominal Mix of (1:1.5:3) in Foundation and Plinth with approved quality of Stone chips 20mm to 6 mm size graded and clean coarse sand of F.M.2.5. to 3 including screeing, shuttering mixing cement concrete in mixer and placing in position, vibrating striking, curing all complete as per building specification and direction of E/I.(footings,Column Upto GL ,R.C.C Plinth beams )
54.06
-
-
Providing RCC M-20 with Nominal Mix of (1:1.5:3) for Coloumns with approved quality of Stone chips 20mm to 6 mm size graded and clean coarse sand of F.M.2.5. to 3 including screeing, shuttering mixing cement concrete in mixer and placing in position, vibrating striking, curing all complete as per building specification and direction of E/I.
19.56
-
-
Providing RCC M-20 with Nominal Mix of (1:1.5:3) for Roof Slab with aapproved quality of Stone chips 20mm to 6 mm size graded and clean coarse sand of F.M.2.5. to 3 including screeing, shuttering mixing cement concrete in mixer and placing in position, vibrating striking, curingall complete as per building specification and direction of E/I.
51.96
-
-
Providing 25mm Thick Damp Proof Course with Cement Concrete M-15 with Nominal Mix(1:2:4) with Approved Quality of Stone Chips of 20mm to 6 mm Size Graded and Clean Coarse sand of F.M 2.5 to 3 including Screening, Shuttering and Mixing Cement Concrete in Mixer with 5% any other Approved water Proofing Compound and Palcing in Position, Striking, Curing, all Complete as per Building Specification and Direction of Engineer in Charge.
26.55
-
-
Providing Designation 75A brick work in C.M(1:3) in superstructure with approved quality of Clean coarse Sand of F.M 2 to 2.5 Including providing 10mm thick Mortor Joints, Costs of Screening, Materials, Scoffolding, raking out Joints to 15mm Depth Curing, all Complete as per Building Specification and Direction of Engineer in Charge.
78.75
-
-
Providing designation 125mm thick reinforced designation 75A brick work in C.M. (1:4) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including the cost of screening, carriage of materials, scaffolding, raking out joints to 15 mm depth, curing, all complete as per building specification and direction of E/I. For parapet wall
79.71
-
-
Providing 12 mm thick cement plaster with C:M (1:3) clean coarse sand of F.M.1.5 including screening, curing with all leads and lifts of water, scaffolding all complete as per building specification and direction of Engineer in Charge.
493.65
-
-
Providing 25 mm thick cement plaster CM(1:4) with clean coarse sand of F.M.1.5 including screening, curing with all leads and lifts of water, scaffolding all complete as per building specification and direction of Engineer in Charge
204.75
-
-
Providing 6 mm thick cement plaster to Ceiling with C:M (1:4) clean coarse sand of F.M.1.5 including screening, curing with all leads and lifts of water, scaffolding all complete as per building specification and direction of Engineer in Charge.
142.77
-
-
Providing and laying 25mm thick Kotah Stone Slab Flooring of Approved size, texture and color over 19mm. thick base of Lime mortor (1:1:1) (Lime Putty: Surkhi: Coarse Sand) Laid and Jointed with pigment to match the shade of slab Including Rubbing and Ploshing of granolite finish with approved quality of carborandum stone including cost of curing all Complete as per Building Specification and Direction of Engineer in Charge.
122.1
-
-
Providing and Laying 6mm Precast white Glazed Tiles over 12mm Cement Mortor (1:3) and Jointed with Grey Cement Slurry Flush pointed with White Cement Including Rubbing, Polishing and Cost of Curing all Complete as per Building Specification and Direction of Engineer in Charge.(With "A" grade white 15X15cm Tiles)
86.1
-
-
Supplying, fitting and fixing steel glazed doors, windows and ventilators of standard rolled steel sections,joints Z Mullion Steel Sections Size as per IS: 1038 Joints welded with 100x16x3 MS Lugs fixed in Cement Concrete (1:2:4) Blocks 15x10x10cm, size including cost of oxidised iron fittings, with hinges, handle per steps, catch springs, 3mm thick plain glass panes with alluminium beads and inner frame fixed with lugs with 20mm long 6.3mm GI counter sunk machine screw and nuts and applying a coat of red lead paint carriage to work site hoisting and placing in position in all storys all complete as per building specification and Direction of Engineer in charge.
64.5
-
-
Providing two coats of snowcem of approved shade and make over a a coat of cement primer over new surface including preparing plastered surface by rubbing smooth fine sand paper applying putty whereever required, Scaffolding including taxes all complete as per Builiding Specification and Direction of Engineer in Charge.
636.42
-
-
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 whereever required, Scaffolding in all complete as per Builiding Specification and Direction of Engineer in Charge.
204.75
-
-
Providing two coats of Synthetic Eneamel paint over Steel Surface including rubbing smooth with sand paper Scaffolding including taxes all complete as per Builiding Specification and Direction of Engineer in Charge.
128.7
-
-
Point wiring in PVC conduit, with modular type switch:- Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface/ recessed PVC conduit, with modular type switch, modular plate, suitable size G.I. box etc. as
42
-
-
Circuit/ submain wiring in PVC conduit:- wiring for circuit/ submain wiring along with earth wire with the following sizes PVC copper conductor, single core cable in surface/ recessed PVC conduit as required.
-
-
-
2 x 1.5 sq.mm + 1 x 1.5 sq.mm earth wire
360
-
-
2 x 4.0 sq.mm + 1 x 4.0 sq.mm earth wire
120
-
-
Supply & Fixing of PV Conduit: Supply & fixing of following sizes pvc conduit along with necessaries in surface/recess incluiding cutting the wall & making good as same in caserecessed conduit as required for 20 mm
240
-
-
25 mm
90
-
-
Supply & fixing modular type switch/socket: Supply & fixing following modular type switch/socket on the exisitng modular plate and switch box including connection but excluding modular plate etc,.. For
-
-
-
5/6 amps, one way switch
18
-
-
15/16 amps, one way switch
12
-
-
5/6 amps, 3 pin socket outlet
12
-
-
15/16 amps, 6 pin socket outlet
3
-
-
Supply & fixing modular boxes, base & cover plate: Supply & fixing following size/modules GI box along with modular base and cover plate for modular switches in recess etc,.. As required for 12 module (135 mm x 205 mm x 60 mm)
15
-
-
Supplying, erection and testing of approved make electric ceiling fan of double ball bearing complete with standard down rod, canopy, hanging shackle, alluminium blades, without regulator, A.C 230-250 volts including connections with all necessary material complete as required confirmimg to IS:374/1979 with upto date ammendments. For Ceiling Fan 48" (1200 mm) BLDC 5 Star IS 374:2019
9
-
-
Ceiling Fan 56" (1400 mm) BLDC 5 Star IS 374:2020
3
-
-
Supply & fixing modular type electronic fan regulator: Supply & fixing stepped type electronic fan regulator plate swotch box including connections but exculding modular plate etc,.. As required
12
-
-
Supply and fixing batten/angle holder including connection as required
12
-
-
ITC Flourescent Fitting with down rods: Installation, testing and commisioning of pre-wired flourescent fitting/compact fluorescent fitting of all types, complete with all accessories and tube etc.,,, including supplying and fixing ball and socket arrangement, 2 no. down rods of 20mm dia
18
-
-
Supply & fixing following way, three pole and neutral sheet, MCB distribution board, 415 volts, on surface/recess complete with tinned copper bus bar, detachbale glan plate, interconnections, phosphitized and powder painted including earthed etc,. MCB/ISolator/RCCB) 4 way(4+12), single door, horizontal type
3
-
-
6 way(4+18), single door, horizontal type
3
-
-
Supplying and fixing following rating TP&N,(Three phase & Neutral) 415 volts, rdesidual current circuit breaker (RCCB) nhaving a sensitivity current upto 300 milliamperes in the exisitng MCB DB complete with connections, testing, commisioning etc., 16/25 amps
3
-
-
40 amps
9
-
-
Earthing with G.I Earth pipe 4.5 mtr long, 40mm dia including accessories, and providing nasonary enclosure with cover plate having locking arranngement and watering pipe etc,. With charcoal and salt .
3
-
-
Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : 100 mm diameter
300
-
-
150 mm diameter
120
-
-
Constructing brick masonry circular type manhole 0.91 m internal dia at bottom and 0.56m dia at top in cement mortar 1:4 (1 cement : 4 coarse sand), inside cement plaster 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with a floating coat of neat cement, foundation concrete 1:3:6 mix (1 cement : 3 coarse sand : 6 graded stone aggregate 40 mm nominal size), and making necessary channel in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement, all complete as per standard design : 0.91 m deep with SFRC cover and frame (heavy duty, HD- 20 grade designation) 560 mm internal diameter conforming to I.S. 12592, total weight of cover and frame to be not less than 182 kg., fixed in cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) including centering, shuttering all complete.
9
-
-
Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work, including cutting chases and making good the
walls etc. for
-
-
-
15 mm nominal outer dia Pipes
120
-
-
20 mm nominal outer dia Pipes
90
-
-
25 mm nominal outer dia Pipes
90
-
-
Cutting chases in brick masonry walls for following diameter sand cast iron/ centrifugally cast (spun) iron pipes and making good the same with cement concrete 1:3:6 ( 1 cement : 3 coarse sand :6 graded stone aggregate 12.5 mm nominal size), including necessary plaster and pointing in cement mortar 1:4 (1 cement : 4 coarse sand) :50 mm dia
3
-
-
Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including flush pipe, with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete, including cutting and making good the walls and floors wherever required:White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests
3
-
-
Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever require:White Vitreous China Wash basin size 630x450 mm with a single 15 mm C.P. brass pillar tap
3
-
-
Providing and fixing toilet paper holder :C.P. brass
3
-
-
Providing and fixing brass bib cock of approved quality :15 mm nominal bore
3
-
-
Providing and fixing brass stop cock of approved quality :15 mm nominal bore
3
-
-
Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) :20 mm nominal bore
3
-
-
Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete :15 mm nominal bore
9
-
-
Providing and fixing uplasticised PVC connection pipe with brass for 15 mm nominal bore unions :
9
-
-
20 mm nominal bore
9
-
-
20 mm nominal bore
9
-
-
Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet :100 mm diameter
3
-
-
Compound Wall for 670 Metre (For WTP -250 m , ESR 1 & ESR 2 - 180 m and ESR 3 - 60 m)
-
-
-
Providing PCC M10 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 FM 2.5 to 3 including sceening,shuttering mixing cement concrete in mixer and placing in position, vibrating, stricking, curing all complete as per building specification and direction of Engineer in charge
62.81
-
-
Providing PCC M15 in (a) Coping above wall 240x0.125x0.075=2.25 Cum
6.8
-
-
providing designation 75A brick work in CM(1;4)superstructure with approved quality of clean coarse sand of F M 2 to 2.5 including providing 10mm thick mortar joints, cost of screening materials raking out joints to 15mm depth,curing, all complete as per building specification and direction of E/l
163.31
-
-
Providing 25 mm thick damp proof coarce with cement concrete M 150 with normal mix of (1:2:4) with approved quality of stone chips of 20 mm to 6mm sixe graded and clean coarce sand of FM 2.5 to 3 including screening shuttering and mixing cement concrete in mixer with 5% cico or any other approved water proofing compound and placing in position,striking, curing, all complete, as per building specification and direction on E/l.
167.5
-
-
Providing all materials ,labors & d o i n g 2 ( t w o ) c o a t c o l o u r washing over a coat of white wash with approved quality of lime & colour over the new surface including the cost of cleaning surface thoroughly and removing the scales of smoke & ash marks with jhama rubbing, scaffolding washing of floor sand , all complete as per building specification and direction of E/I.
2872.63
-
-
Providing 12 mm thick cement plaster (1:6) with approved quality of clean coarse sand of F.M. 1.5 including screening . Curing with all leads & lifts of water ,scaffolding , all complete as per b u i l d i n g s p e c i f i c a t i o n & direction of E/I
2400.69
-
-
HOUSE CONNECTIONS
-
-
-
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 er 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.
-
-
-
B)Household Connection without water meter (With Integrated Saddle & compression Specials) For HDPE/PVC
-
-
-
With Road Crossing
-
-
-
For 15 mm Service connection
10271
-
-
Supply and delivery of protection box of size 20cm X 30 cm 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 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 pipies of size 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. , complete
10271
-
-
Providing, installing and giving satisfactory field testing of Domestic water meter,horizontal inferential multijet type with magnetic drive and dry dial suitable for ambient 50º C 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 certificate and guarantee certificate, including cost of all materials and labour.
15 mm dia.
10271
-
-
SCADA
-
-
-
Ultrasonic level transmitter Designing, Supplying, Installing, commissioning & testing of Ultrasonic 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 mAPower 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
40
-
-
Providing, Installation, Testing and Commissioning of ULTRASONIC OPEN CHANEL FLOW METER (Upto 5 metre Head rise) for Water Application : Principle : Time of Flight / Sensor MOC PP / Power Supply: 24 V DC / Output: 4- 20mA / Display: Integral display for programming and Display Reading / IP 66/ Accuracy ±1%
2
-
-
Level Switch -
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
9
-
-
Pressure Switch
Providing, installation, testing and commissioning of Diaphragm type Pressure Switches Sensing Element: Bellows / Diaphragm, Material of sensor and other wetted parts: SS type 316, Housing: Die cast aluminum, Switch type: Microswitch, Repeatability: ± 1% of span, Switch Contacts: 2 NO + 2 NC
5
-
-
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)
36
-
-
MAGNETIC FLOW METER
Providing, Installation, Testing and Commissioning of MAGNETIC FLOW METER for Water Application: Liner: Polyurethane or Hard Rubber / Electrode MOC: SS316L or CS /Housing : Die Cast Aluminium or CS / Power Supply: 90-230 V AC / Output: 4-20mA with HART / Sensor Cable : 10 mt / Flow Tube or Sensor housing protection IP68 / Process Flange : SS316 / Display : 3 1/2 LCD Display / Cable Connection : 1/2"NPT /Accuracy : 0.5% for 600 mm
-
-
-
600 mm
2
-
-
100 mm
5
-
-
1200m
1
-
-
250 mm
4
-
-
400 mm
2
-
-
Air flow transmitter meter to measure air flow rate individual blowers for filter backwash
4
-
-
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
12
-
-
Differential Pressure transmitter sensor material and wetted parts MOC SS316, 4-20mA DC (Isolated) output, IP 65 of IS 13947 Part I, Overall Accuracy ± 0.5% of measered value, Range: Adjustable over
full span
12
-
-
pH Analyser Design, Supply, Installation, Testing of pH Analyser as per IUPAC ( International Union for Pure & Applied Chemistry)at A.F. and Interfacing with PLC panel including Mounting arrangement. Range : 0‐14 , pH Accuracy : Better than 0.5% 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 as per ISO 7027 scattering light method at A.F. and Interfacing with PLC panel. Turbidity Analyser shall comprises of 3 components i.e. sensors,signal distributor and transmitter with indicator with 2 outputs, 1 to PLC & 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 ‐ 20 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 required.
1
-
-
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 rmoured cable on wall in GI tray or on ground.
4000
-
-
Cable Trays Designing, Supplying, Installing Bending, Cutting Perforated GI tray 80 x 20 mm x3 mm thk for laying of cable etc
4000
-
-
Plant floor terminal inclusive of Hot standby (redundant )Programmable Logical Controller (PLC) CPU,redundant power supply modules,redundant communication interface modules,input/output cards,managed ethernet switches(24 port) to function as centralized PLC station for the entire WTP.
1
-
-
RIO Panels with required RIO modules,redundant communication modules,input/output cards,redundant power supply units,16" touch screen panel HMI,other required accessories .
6
-
-
SCADA Server station loaded with SCADA software,latest Windows Operating system,32" LCD monitors connected Via internal LAN network to SCADA servers.Minimum 1 TB capacity hard drive.
3
-
-
Programming software for PLC
1
-
-
Industrial grade portable computer (Laptop)-16" screen size, loaded with PLC programs and SCADA software
1
-
-
Control system(SCADA System) console for the SCADA server machines,engineering & operator stations
1
-
-
PLC Panel with HMI for Filter Bed Designing, Supplying, Installing, commissioning & testing of PLC Panel with HMI including PLC with CPU & Power supply unit, power supply cable, Interfacing cards, interfacing cables, wireless modules with 25 % extra quantity of all accessories.
24
-
-
SCADA software 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
2
-
-
Developing/programming charges to install the software.
1
-
-
Historian software 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
1
-
-
24 Port Manageable Switch
4
-
-
Supply, Installation, Testing, Terminating & Interfacing Secondary Computer Station Secondary computer station etc.
1
-
-
Supply, Installation, Testing, Intgeration & Commissioning of 46" LCD monitor at Conf. Room for display of total water system (Online)
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.
1
-
-
3 Ph input & 3 Ph output 15 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.
1
-
-
3 Ph input & 3 Ph output 40 kVA fully microprocessor based true online double conversion UPS system with SMF batteries suitable for 1/2 hrs along with necessary battery racks & interconnections & UPS to battery bank cables.necessary battery racks & interconnections.
1
-
-
Factory acceptance test:Factory acceptance test for the complete PLC based SCADA system to be conducted @factory works for a period of 2-3 days at test facility.
Installation:Installation of the above control system with required installation accessories(fittings,Instrumentation cables,cable trays,ducts,field junction boxes,etc) as required.Commissioning of the control system.
Site acceptance test (SAT) for the control system as part of the plant commissioning period over a period of 30 days.
3
-
-
Documentation: Documentation cost for the entire control & Automation inclusive of Functional design specifications.
1
-
-
Raw water pump house(Intake) Electromagnetic flowmeter with flow transmitter and Totalizer
2
-
-
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 mAPower supply - 24V DC ext. Display - 4" LEDRange- 0 to …………... mtrsAccuracy - +/- 0.25% of Full Scale or better Enclosure- IP 67Mounting - On PLC panel
5
-
-
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
35
-
-
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)
35
-
-
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.
6200
-
-
Cable Trays Designing, Supplying, Installing Bending, Cutting Perforated GI tray 80 x 20 mm x3 mm thk for laying of cable etc
4100
-
-
Integration panel -Wirelesscommunication panel-Scope of work-(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.
4
-
-
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.
2
-
-
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.
2
-
-
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
2
-
-
Developing charges as per requirements
2
-
-
SCADA Server station loaded with SCADA software,latest Windows Operating system,32" 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
-
-
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
-
-
Factory acceptance test:Factory acceptance test for the complete PLC based SCADA system to be conducted @factory works for a period of 2-3 days at test facility. Installation:Installation of the above control system with required installation accessories(fittings,Instrumentation cables,cable trays,ducts,field junction boxes,etc) as required Commissioning of the control system:Site acceptance test (SAT) for the control system as part of the plant commissioning period over a period of 30 days.
3
-
-
Documentation cost for the entire control & Automation inclusive of Functional design specifications.
1
-
-
EMP AND ENVIRONMENTAL MONITERING
-
-
-
Implementation staff:Environmental, health and safety (EHS) Officer and Social Officer Mitigation Measures:Mitigation measures for construction phase during ESMP implementation storm water/ drainage control, maintaining accessibility, interference with any utilities, dust control, emission control, noise pollution control, labour camp and ancillary facilities, construction debris, and solid waste management Tree plantation and landscaping at WTP site - to develop green belt (plantation of trees and their maintenance for one year) Preparation of plans traffic management plan, waste (spoils) management plan etc.,), traffic management at work sites (Pavement Markings, Channelizing Devices, Arrow Panels and Warning Lights), ensure awareness raising on proper sanitation and personal hygiene to promote proper health,treatment of local migrant workers which will control the movement of disease vectors (through contaminated water, mosquitoes and between people). Safety hard barricading along the work areas.
90
-
-
Arrangement of resources for prevention of health risk from COVID 19 pandemic
-
-
-
Monitoring Measures
-
-
-
Air quality monitoring
48
-
-
Noise levels monitoring
204
-
-
Surface water monitoring
24
-
-
Ground water monitoring
18
-
-
Capacity Building
-
-
-
Introduction and sensitization to environment and precautionary measures COVID 19 issues
1
-
-
Training on environmental management plan (EMP) implementation
1
-
-
Preparation of plans and protocols (traffic management plan, waste (spoils) management plan etc.,
1
-
-
Contractors Orientation to Workers on EMP implementation
1
-
-
Development of IEC Material
1
-
-
Environment monitoring cost (Operation stage)
-
-
-
Water Analysis PH, TDS, Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminum, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.
240
-
-
Water Analysis Bacteriological Parameter testing of water from NABL approved laboratory as per CPHEEO manual: Total coliforms, faecal coliforms
240
-
-
Noise Monitoring
60
-
-
Dry Sludge analysis
60
-
-
Sludge Settling Tank
-
-
-
Providing and laying in position specifd grade of reinforced cement concrete, excluding the cost of centeing and shuttering finishing and reinforcement- All work upto plinth level: 1:3:6 (1 cement : 3 coarse sand (zone-III) : 6 graded stone aggregates 20mm nominal size)(Tank Portion ,Collecting chamber portion )
27.38
-
-
Providing and laying in position of reinforced cement concrete of specifd grade excluding the cost of centeing and shuttering - All work upto plinth level: 1:1.5:3(1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregates 20mm nominal size)(Tank Portion ,Collecting chamber portion )
75.77
-
-
Providing 12mm thick cement plaster (1:4) with clean coarse sand of F-M(FINENESS MODULE) 1.5 including screening, curing with all leads and lifts of water, scaffolding all complete as per building specification and direction Employer’s Representative- (Outer long wall,Outer short wall,Sump)
666.16
-
-
Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of Employer’s Representative-
666.16
-
-
Supplying, assembling, lowering and fixing in vertical position in bore well, ERW (Electric Resistance Welded) FE 410 mild steel screwed and socketed plain ended casing pipes of required dia, conforming to IS(Indian standard): 4270, of reputed & approved make, including painted with outside surface with two coats of anticorrosive paint of approved brand and manufacture, including required hire & labour charges, fittings & accessories, all complete, for all depths, as per direction of Employer’s Representative. (200mm ms(Mild steel ) pipe)
50
-
-
Lowering laying in position to correct line and level including M.S.(Mild Steel) pipes with / without any out coating on pedestals or chairs upon prepared formation. The rate to include loading, unloading hoisting, marginal cutting wherever required, assembling and tack welding, and transportation up to 500 M. etc. completed as specified
50
-
-
CONSTRUCTION OF DUTY ROOM
-
-
-
Providing P.C.C M - 100 in nominal mix of (1:3:6) in foundation with approved quantity of stone metals grades-III(50mm tom 25mm) clean coarse sand of F.M. (2.5 to 3) including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing taxes & royalty all complete as per building specification & direction of E/I- For 250 mm thick wall Foundation ,For 125 mm thick wall Foundation
7.07
-
-
Providing 50 mm thick damp proof coarse with cement concrete M - 150 with nominal mix of (1:2:4) (1 cement :2 coarse sand(Zone-III) : 4 graded stone aggregate 20mm nominal size.
13.73
-
-
Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality of clean coarse sand of F.M. 2 to 2.5 including providing 10 mm thick mortar joints, cost of screening, materials, scaffolding, raking out joints to 15 mm depth curing, all complete as per building specification & direction of E/I
31.54
-
-
Providing and laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts,buttresses, string or lacing courses, parapets, coping, bed block, anchor block, plain window sills, fillets, sunken floor etc., up to floor five level , excluding the cost of centering, shuttering and finishing: (1:1.5:3) (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size).
1.93
-
-
Making Plinth protection 50mm thick of cement concrete 1:3:6 ( 1 cement : 3 coarse sand : 6 graded stone aggregate 20mm nominal size) over 75mm thick bed of dry brick ballast 40mm nominal size, well rammed and consolidation and grouted with fine sand, including necessary excavation, levelling & dressing & finishing the top smooth.
2.7
-
-
Reinforced cement concrete work in beams , suspended floors, roofs having slope upto 15" landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircase and sprial stair case above plinth level upto floor level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size) ROOF SLAB
5.45
-
-
Centering and shuttering including strutting, propping etc. and removal of form for Lintels, beams, plinth beams, giriders, bressumers and cantilivers.
5.45
-
-
Supplying fitting & fixing good quality, well dressed & well seasoned sal wood work in choukhat in doors, windows, skylights, fan light and C/W celestial windows openings, including wedge over clamps all complete including application of two coats of wood preservative of approved quality on the surface butting walls & lintels all complete as per building specification & direction of the E/I
0.35
-
-
Supplying fitting & fixing 250*20*6 mm L-type M.S. Clamp properly fish tailed including making holes and setting the same in 375*125*75 mm cement concrete block (1:2:4) with cost of all labour and materials and taxes as per building specification & direction of E/I
42
-
-
Supplying, fitting & fixing 38 mm thick well seasoned sal wood battened shutter ledged & raced in door and windows with oxidized iron fitting such as hinges, sliding door bolts, tower bolts, handles or rings, hooks and eyes, cleats, sand block as per schedule, all complete as per building specification & direction of Engineer - in - Charge
14.1
-
-
Supplying, fitting & fixing M.S./Grill made of 20*6 mm M.S. Flat as pr approved design & drawing properly fabricated with joints continuous fillet welded and finished smooth, carriage of grill to work site, hoisting as per the building specification and direction of E/I. @ 40 kg/sq. meter - 6.12 m2
244.8
-
-
Providing and fixing fan hook of 16 mm dia M.S. bar 1 meter long bent to required size and shape placed in position and fixing in R.C.C. slab/beam at the time of casting all complete as per building specification and direction of E/I
3
-
-
Providing 6 mm thick cement plaster (1:4) in ceiling with approved quality of coarse sand of F.M. 1.5 including screening, curing with all leads & lifts of water, scaffolding, all complete as per building specification & direction of E/I
42.92
-
-
1. Providing 12mm cement plaster (1:3) with clean coarse sand of F.M.(1.5) including screenning , curing with all leads and lift of water, scaffolding all complete as per specification and direction of E/I. 2. Providing 1.5mm cement punning including curing ,carriage of water withall leads and lifts as per building specification and direction of E/I
28.29
-
-
Providing average 115 mm thick lime terracing (24 lime:36 shurkhi: 100 brick khoa) well beaten and compacted including maintaining proper level & slope, making ghundi with finishing treatment, cost of labour, curing, all complete as per specification & dirction of E/I.
54.54
-
-
Filling in foundation trenches & plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted & fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m & lift of 1.5 m all complete as per building specification & direction of E/I.
13.5
-
-
Providing average 150 mm thick dry rammed khoa beaten to 112 mm (compacted with water) made of well burnt of jhama bricks including ramming properly till compacted thickness is achieved, curing & carriage of water with all leads making proper slope & blending the top with cement mortar (1:10) all complete as per building specification & dirction of E/I.
41.55
-
-
Providing 25 mm thick first clsss patent stone flooring (1:2:4) with stone chips in two layers, bottom layer 19 mm thick (1:2:4) with 12 mm to 6 mm size graded stone chips and top layer 6 mm thick (1:2) with 6 mm down stone chips in panels including cost of curing, finishing the surface smooth by rubbing with carborandum stone with all complete as per building specification & dirction of E/I.
41.55
-
-
White washing 3 (three) coats over old surface with approved quality of lime including the cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama rubbing, scaffolding washing of floor sand all complete as per building specification & direction of E/I. Same as Ceiling plaster + inner plaster + outer plaster Total Quantity
342.25
-
-
Colour washing two coats over a coat of white wash over new surface with approved quality of lime including the cost of cleaning surface thoroughly and removing the scales of smoke & mosh marks with jhama rubbing, scaffolding washing of floor sand all complete as per building specification & direction of E/I.
290.96
-
-
Providing 2 (two) coats of synthetic enamel paint over a coat of approved shade and make over new wooden surface including cleaning the surface after removing dirt scales, smokes, grease and sand papering, including cost of scaffolding, all complete as per building specification & direction of E/I.
14.1
-
-
Providing primer one coat of red lead paint of approved make over new steel surface including preparing the surface after cleaning, removing dust, dirt, scales, smokes, grease and cleaning the surface thoroughly including cost of scaffolding, all complete as per building specification & direction of E/I.
13.77
-
-
Construction of Gate
-
-
-
Providing and laying in position cement concete of specified grade excluding the cost of centering and shuttering- All work upto plinth level: 1:2:4 (1 cement :2 coarse sand (zone-III) : 4 graded stone aggregates 20mm nominal size)
0.69
-
-
Centering and shuttering including shuttring, propping etc. and removal of form for walls (any thickness) including attached pilasters, butteresses, plinth and string course etc.
2
-
-
Reinforced cement concrete work in wall (any thickness), including attached pilasters, buttresses, plinth and string course, fillets, columns, pillars, piers, aburtments, posts and struts etc. above plinth level up to floor level upto floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20mm nominal size)
0.62
-
-
Filling in foundation trenches and plinth in layers not exceeding dressed with earth obtained from excavation of foundation trenches with a lead of 50 M and lift of 1.5 M all complete as per building specification and direction of E/I
2.2
-
-
Supplying fitting & Fixing M.S. grill gate with M.S. grills made 20x6mm M.S. flat or 16mm M.S. square bars fitted 25x25x6 mm M.S. angle frame of size 60x60x6 mm including cost of fabrication, providing necessary locking arrangement with haskal and domny duly fixed in P.C.C (1:2:4) blocks of required size, applying a priming red lead paint over steel work , all complete as per drawing specification and direction of E/I.
-
-
-
40kg/m2
240
-
-
Railway Crossing And National Highway crossings
-
-
-
Supply and Pushing of MS casing pipe of specified thickness by trenchless method adopting any suitable technology below ground at required depth under running traffic condition as per railway standard including carrying out survey work at the job site for determining underground cable trenches like telephone, cable, water & sanitary lines and resistivity test for finding the soil strata using necessary equipments for completion of works, mobilizing of machineries and specialized crew at the job site complete in all respect, including excavation of driven pit and exit pit (upto 3 metre depth) with proper protection at three sites with shoring sheets and ISMB's. Providing MS cutting edges for front shield andConstructing thrust bed at designated level. Necessary de-watering and providing concrete foundation at the base of the driven pit,PVC/Rubber suddle as per the requirement of Railway Authority, crane for handing of pipe and any other machinery, tools, and tackles required, construction of temporary works as per requirement and as per approved by railway authorities, specification and the direction of the Engineer. (Protective coating/ lining if done that will be paid extra) In all type of soils
-
-
-
Railway Crossing :-700 mm dia 12 mm thick casing pipe
60
-
-
900 mm dia 12 mm thick casing pipe
60
-
-
Road Crossing :-600 mm dia 12 mm thick casing pipe
100
-
-
700 mm dia 12 mm thick casing pipe
50
-
-
Carrying Charges:
-
-
-
Sand upto 10Km
1986.33
-
-
Cement upto 10km
390
-
-
Aggregates upto 10km
1009.03
-
-
Kota Stone upto 10Km
122.1
-
-
Lime upto 10Km
0.02
-
-
Bricks
940.94
-
-
Tiles
6123.55
-
-
Chips
85.8
-
-
Carrying out operation & maintenance of work for a period of 5 years including cost of all supervisory sraff, materials,chemicals,equipments , consumables, including sludge analysis and disposal, establishment,maintenance of complete instrumentation, control and automation system with manpower to operate the WTP & pumping stations (24x7) data transmission cost to centralized SCADA center,Comprehensive maintenance of field instrumentation, control & automation at all location etc complete as per directed by Engineer - in - Charge ( The bid will be rejected if the bidder has not quoted O&M cost in the following rows).
-
-
-
Operation and Maintenance for 1st Year
2977080
-
-
Operation and Maintenance for 2nd Year
2977080
-
-
Operation and Maintenance for 3rd Year
2977080
-
-
Operation and Maintenance for 4th Year
2977080
-
-
Operation and Maintenance for 5th Year
2977080
-
-
Evaluation Notes How It Works ?
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