Housing Urban and Rular Development Government Departments Closing in 0 days TDR #39329753

Tender For Mahagama Urban Water Supply Scheme With 5 Years Of Operation & Maintenance

Issued by Government Departments · mahagama, Jharkhand
Tender Value
73.31 Crore
Estimated cost
Bid Submission
25 Sep 2023
0 days left
EMD
73.35 Lakhs
Bank guarantee accepted
Document Fee
25000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
mahagama → Jharkhand
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Tender For Mahagama Urban Water Supply Scheme With 5 Years Of Operation & Maintenance

BOQ

Name of Work: Mahagama Urban Water Supply Scheme with 5 Years of Operation & Maintenance
Sl. No. Item Description
1Excavation in foundation trenches of toe wall, spillway, head regulator, intake well, outlet etc. as per designed section in all kinds of soil including moorum soil, soil mixed with kankar, pebbles and boulders upto 300 mm size and disposal of the same in country side with truck beyond initial lead of 150 m but upto 1 km with all lifts including loading, unloading, construction and maintainance of haul road etc. as per specification and direction of E/I.
2Lift 0 to 1.5 M
3Extra for Earthwork in all kinds of soil for each additional lift of 1 M or part thereof over the initial lift of 1.5 m. as per specification and direction of E/I.
41.5 - 2.5 m
52.5 - 3.5 m
63.5 - 4.5 m
74.5 - 5.5 M
85.5 - 6.5 M
96.5 - 7.5 M
107.5 - 8.5 M
118.5 - 9.5 M
129.5 - 10.5 M
1310.5 - 11.5 M
1411.5 - 12.5 M
1512.5 - 13.5 M
1613.5 - 14.5 M
1714.5 - 15.14 M
18Excavation for foundation / pipe trenches in earth, soils of all types, sand, gravel and soft murum, including removing the excavated material upto a distance of 50 metres and lifts as below, stacking and spreading as directed, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
190 to 1.5 M
20Excavation for foundation / pipe trenches in hard murum including removing the excavated material upto a distance of 50 M and lifts as below, stacking and spreading as directed by Engineer-in-charge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete.
211.5 M to 2.0 M
22Earthwork 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 earthwithin initial lead and lift as per specification and direction of Engineer-in-Charge
23Total Excavation in all type of Soil strata
24For Classification of Soil Item -A (Excavation in Soft Strata) -50 %
25For Classification of Soil Item -B (Excavation in Hard Strata) - 35 %
26E/W in excavation of cut-off trenches by the hydraulic excavator as per designed section in soft rock (Where blasting is not needed) (vide type of soil item -C) with disposal of soil beyond 1/2 km from centre of trench but upto 1 km with all lifts by tipper including construction and maintenanceof haul road all complete as per specification & direction of E/I .
27Excavation in Hard Strata (15% of Total Earth)
28Earthwork in excavation in foundation trenches in ordinary soil ( vide classification of soil item A) and disposal of excavated earth as obtained to a distance upto50M including all lifts, evelling , ramming the foundation trenches, removing roots of trees , surbs all complete as per approved design, building specification and direction of E/I.
29E/W in excavation in foundation trenches in ordinary soil (vide classification of soil item - A) and disposal of excavated earth obtained to a distance upto 50 M including all lift leveling,ramming the foundation trenches removing roots of trees, shurbs all complete as per approved design, building specification and direction of E/I.
30Excavation for structures (earthwork in excavation of foundation of structures as per drawing and technical specifications, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom, backfilling the excavation earth to the extent required and utilizing the remaining earth locally for roadwork.)
31Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed, fully compacted and fine dressed with earth obtained after cutting within a lead of 50 m and lift of 1.5 M all complete as building specification and direction of E/I. (Mode of measurement Compacted Volume)
32Filling in foundation trenches and plinth in layers not exceeding 150 mm thick well watered, rammed fully compacted and fine dressed with earth obtained from excavation of foundation trenches within a lead of 50 m and lift of 1.5 m all complete as per building specification and direction of E/I
33Earthwork in back filling the trenches after laying different types and sizes of pipes with earth removed during excavation within initial lead and lift as per specification and design of Engineer -in- charge (for classification of soil item A & B )
34Supplying equipment and labour for back filling the excavated earth around steining well all complete as per specification and direction of E/I.
35Providing coarse clean sand in filling in foundation trenches or in plinth including ramming and watering in layers not exceeding 150mm thick with all leads and lifts including cost of all materials, labour, royalty and taxes all complete as per building specification and direction of E/I (mode of measurement compacted volume)
36Dewatering
37Dewatering the excavated trenches and pools of water in the building trenches / pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel), etc. complete. (Bd-A- 9/261)
38RCC/PCC
39Plain / Renforced Cement Concrete in open foundation complete as per drawing and technical specifications.Footing - PCC Grade M20
40Plain / Renforced Cement Concrete in well foundation complete as per drawing and technical specifications.Footing- RCC M30
41Plain / Renforced Cement Concrete in well foundation complete as per drawing and technical specifications.Steining Wall - RCC M30
42Plain / Renforced Cement Concrete in well foundation complete as per drawing and technical specifications.Top Slab - RCC M30
43Providing PCC M-150 in nominal mix of (1:2:4) in foundation with approved quality of store chips 20 mm-6 mm size graded and clean coarsed sand of FM 2.5 to 3.0 including screeing shuttering mixing cement concrete in mixer and placing in position vibrating striking curing taxes and royalty all complete as per building specification and directio of E/I
44Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to 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 20 mm nominal size).
45Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to(1 cement: 1.5 coarse sand (zone-III): 3 graded stone aggregate 20mm nominal size)
46REINFORCEMENT
47Providing TOR steel reinforcement of 10 mm, 12 mm & 16 mm dia bars as per approved design and drawing with cutting, bending and binding with annealed wire with cost of wire removal of rust, placing the rods in position (excluding carriage of bars to work site) all complete as per building specification and direction of E/Ib) 12 mm (TMT coil Fe500)(only valid for TATA (Tiscon), SAIL, JSPL, Electrosteel steels Ltd., Bokaro and Vizag (RINL))
48Providing Tor steel reinforcementof 10mm, 12mm & 16mm dia bars as per approved design and drawing excluding carrriage of MS bars to work site. Including cutting, bending and binding with annealed wire with cost of wire, removal of rust, placing the rods in position all complete as per building specification and direction of E/I.10 mm (TMTcoil Fe 500) (only valid for Sail & Tata Steel)
49Mild Steel Bars
50Road Cutting and Road Restoring
51Supplying tools and cutting road as well restoring the same as per specification and direction of E/I.
52Pucca Road (Except black top only taken out material to be used) for cutting road as per requirement.
53Water bound macadam road (taken out material will be used)for cutting road as perrequirement and making good the same.
54Dismantling plain cement or lime concrete workincluding 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
55Plaster
56Providing 12 mm thick cement plaster (1:6) with clean coarse sand of FM 1.5 including screening, curing with all leads and lifts of water, scaffolding, taxes and royalty all complete as per building specification and direction of E/I.
57Providing 6 mm thick cement plaster (1:4) inceilingwith clean coarse sand of F.M. 1.5 including screening, curing with allleads&liftsofwater, scaffolding, taxes & royalty all complete as per building specification & direction of E/I.
58Providing 12 mm.cement plaster(1:3)withcleancoarse sand of F.M. 1.5 and 1.5mmcement punning including screening, curing wit taxes and royaltyall complete as per building specification & direction of E/I.
59Providing 1.5 mm cement punning including curing, carriage of water with all leads and lifts as per building specification and direction of E/I
60Brickwork
61Providing designation 75A brickwork in C.M. (1:6) in superstructure with approved quality of clear coarse sand of FM 2 to 2.5 including providing 10 mm thick mortar joints cost of screening, materials, scaffolding, raking out joints to 15 mm depth, curing, taxes and royalty all complete as per building specification and direction of E/I.
62Providing designation 75A one brick flat soling joint filled with local sand including cost of watering taxes royalty all complete as per.building specification and direction of E/I
63Providing designation 75 A brick work in C.M. (1:6) in superstructure with approved quality ofclean coarse sand of F.M. 2 to 2.5including providing10mmthickmortar joints, cost of screening, materials,scaffolding, raking out joints to 15 mm depth curing, taxes & royalty all complete as per building specification & direction of E/I.
64INTAKE
65Providing and fixing in position M.S. ladder 0.50 M wide consisting of 75 x 10 mm M.S. flats as stringers and 16 mm dia M.S. bars in double rows as steps placed at 25 cm c/c including cost of material and labour involved, welding, anchoring and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.
66V Wire Sieve Bend Box for IntakeDesign & Supply of stainless Steel All Welded Wedge Wire Sieve Bend Box Screen for Infiltration Well.Size:- 750mm X 750mmSlot: - 01.50 mmMOC: -SS 304Side Frame :- SS 304
67Inside painting Providing two coats of plastic emulsion paint of approved shade and make over a coat of cement primer over new surface including preparing plastered surface by rubbing smooth with pumice stone or fine sand paper, applying putty wherever required, scaffolding, washing of floor and taxes all complete as per building specifciaction and direction of E/I.
68Outside Snowcem Providing two coat of snowcem of approved shade and make over a coat of cement primer on new surface including washing cleaning and preparing the walls, scaffolding, curing and taxes all complete as per building specification and direction of E/I
69Ceiling whitewash Whitewasing three coats over new surface with approved quality of lime incuding cost of cleaning surface throughlly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding, washing of floors and taxes all complete as per building specification and direction of E/I.
70Supplying and fixing rolling shutters of approved make, made of required size M.S. laths interlocked together through their entire length and jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs grade No.2 and M.S. top cover of required thickness for rolling shutters.
71Window Supplying, fitting and fixing fully glazed steel door, windows or ventilations of standards rolled \"z\" and mullian steel sections and size a per IS 1038 Joints met and welded with 100*16*3 mm MS lugs fixed in cement concrete (1:2:4) blocks 15*10*10 cm, size including cost of oxidized iron fittings with hinges, handle per steps, catch springs, 3 mm thick plain glass pens with aluminium beads and inner frame fixed with lugs with 20 mm long 6 3mm GI counter sunk machine screw and nuts and applying a coat of red lead paint carriage to ork site, hoisting and placing in position in all stories and taxes all complete as per building specification and diection of E/I
72Supplying, fitting and fixing Collapsible gate of approved size and make properly fabricatedwith vertical double channels 20 x 10 x 2 mm. at 100 mm. Centres and braced with MS flat diagonals 20x 3 mm with top and bottom railsof T. iron 40 x40x6mm with 38 mm dia steel pulleys complete with bolts, nuts, locking arrangements, stoppers, handles, including applying a priming coat of red lead paint, carriage, hoisting and taxes all complete as per building specifications and directions E/I.
7315\" (380 mm) metal exaust fan
74Five course water proofing on roofa) Surface Preparationb) 1st Coatc) 2nd Coatd) Protection of treated surface with PCCe) Groove of PCC surface
75Providing, erecting and commissioning single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block.10 Tonne CapacityAbove 8 m up to 10 m span
76Providing 50 mm thick cement concrete flooring (1:2:4) with 20 mm to 6mm, size graded Stone chips finished with flooring coat of neat cement in panels
77Supply, Installation, Testing and Commissioning of CI Thimble Mounted Sluice Gate, Manually operated, Rising Spindle type. Sluice gates are as per IS 13349 Including all taxes, Freight, loading, unloading, fitting in position including Sluice gates are upward opening wall thimble mounted suitable for isolating the flow of sewer into out of the opening in the wall. It consists Gate frame, wall thimble, gate slide, shutter, seating/sealing faces .The gates will be provided with pads on sides, top and bottom to mount the wedges. The gate shall be designed in such a manner, so that it can be operated at 2 meter head. Gate frame & Shutter of CI Grade IS 210 FG 260, Head Stock assembly bolts & SS ASTM A276 Type 316, Stem, Operating Nut SS ASTM A276 Type 316., Duly tested for tensile strength, Tested for over all dimensions as per approved GA drawing complete in all respect as per specification and direction of Engineer for following PEAK FLOW and depth up to 3M.7.6 MLD to 10 MLD
78Manufacturing, providing and supplying spirally welded / ERW/ SAW / fabricated M. S. pipes (Commercial Quality) including procurements of plates,gas cutting to required size rolling, tack welding assembling in suitable lengths to form pipes, welding on automatic welding machine and forming ‘V’ edge on both ends of pipes including railway freight, insurance, unloading from railway wagon, loading into truck, transport to stores, unloading, stacking, excluding GST levied by GOI & GOM in all respect etc. complete as per IS - 3589 and IS-5504 as applicable as per specifications (No negative tolerance in thickness is permissible).10% Extra for making holes500 mm Dia 10 mm Thickness
79Providing ISI standard R.C.C. pipes in standard lengths of following class and diameter suitable for either collar joints or rubber ring joints, excluding GST lev-ied by GOI & GOM in all respect including inspection charges, transport to departmental stores, unloading and stacking etc. complete as per IS-458/1988.450 mm NP-III
80FABRICATION OF M.S. PIPES & SPECIALSMS Specials
81Providing, constructing coffer dam in river basin / dam storages as per type design including excavation, filling the middle portion with B.C. soil (in gunny bags if required). Providing impervious / semipervious materials on both sides of B.C. soil (in gunny bags if required) including ramming, compacting to the satisfaction of Engineer-in-charge till the completion of work including dismantling coffer dam after completion of works and disposing off the material as directed by the Engineer-in-charge. Note : Pay line maximum. Top width payable shall be 2 Mtr. and maximum payable side slopes shall be 1.5 horizontal to 1 vertical, if the constructed top width of the side slopes are less, then the measurements at actual are payable. Extra top width or flat slopes are not payable. Contractor is free to use ballies, plastic sheets, piles, pipes, CGI sheets for supporting hearting materials instead of impervious/ semi-pervious hearting materials for which no extra payments shall be payable.30% payment shall be withheld for dismantling of coffer dam. This foot note shall appear in tender condition. (Type section is shown on last page of type design section of CSR).
82Approach Bridge
83Providing and laying in situ Cement Concrete of trap/ granite / quartzite / gneiss metal for RCC work in foundation like raft, grillage, strip foundation and footing of RCC columns and steel stanchions including normal dewatering, form work, compaction, finishing and curing, etc. complete. (By weigh batching and mix design for M250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)Foundation - RCC-300
84Providing and casting in situ Cement Concrete of trap/ granite / quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineerinchargeincluding normal dewatering, centering, form work, compaction, finishingthe formed surfaces with CM 1:3 of sufficient minimum thickness if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)For all types of Columns - RCC-300
85Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)Beams - RCC-300
86Providing and casting in situ C.C. of trap / granite/ quartzite / gneiss metal of approved quality for RCC works as per detailed drawings and designs or as directed by Engineer-in-charge including normal dewatering, centering, form work, compaction, finishing the formed surfaces with C.M. 1:3 of sufficient minimum thickness to give a smooth and even surface wherever necessary or roughening if special finish is to be provided and curing, etc. complete. (By weigh batching and mix design for M-250 and M-300 only. Use of L&T, A.C.C., Ambuja, Birla Gold, Manikgad, Rajashree, etc. cement is permitted.) (Excluding M.S. or Tor reinforcement)Slabs / Landings / Vertical Walls / Waist Slabs / Steps for Staircase - RCC-300
87Providing, fabricating and erecting hand railing for walkway, top dome slab, balcony, staircase and landing consist of two rows ( one at top and other at middle level) of 20 mm GI pipe class-B and 900 mm high vertical angle 65X65X6 mm at spacing 1.50 m c/c including welding, threading, applying a priming coat of approved steel primer and embedding in cement concrete floor complete in all respect as per specification and the direction of the Engineer.
88RWRM & CWRM
89Providing and supplying ISI mark centrifugally cast (spun) ductile iron pipes of 100 mm and above all diameter for water works with socketand spigotends confirming to IS.8329/2000 in standard working lengths of4.5, 5.5 & 6.0 m for classification K-9 suitable forpushonjoint (Rubber gasketD jointing) with cementmortarlining on inside surface with outside zinc and bituminous coating.
90250 mm Dia
91350 mm Dia
92400 mm Dia
93450 mm Dia
94Providing, supplying ISI standard D.I. specials & fitting with sealing rubber gasket of S.B.R. complete with cast iron follower gland and M.S. nut & bolts coated or otherwise protected from rusting and suitable for D.I. pipes including all taxes etc. complete as per IS 9523 class K-12 9 ex - factory).Socketed
95100 - 300 mm dia
96350 -450 mm dia
97Supplying labours, tool and tackles for testing of laid CI or UPVC or HDPE or AC or DI pressure pipe all complete as per specification direction E/I
98250 mm Dia
99350 mm Dia
100400 mm Dia
101450 mm Dia
102Labour charge for one cutting of cast iron/DI pipe & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.
103250 mm Dia
104350 mm Dia
105400 mm Dia
106450 mm Dia
107Providing double flange sluice valve (50 mm to 1200 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.Without bypass arrangement - P.N - 1.6Sluice Valve - 450 mm dia
108Scour Valve
109100 mm Dia
110150 mm Dia
111Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. Sluice Valve - 450 mm dia
112Scour Valve
113100 mm Dia
114150 mm Dia
115Providing and supplying Kinetic Double Orifice type Air Valves confirming to IS 14845 as per MJP’s standard specifications combined with screw down isolating valve, small orifice elastic ball resting on a gun metal orifice nipple, large orifice vulcanite ball seating on moulded seat ring, inlet face and drilled, including insurance, third party inspection charges, loading, unloading, transportation upto departmental stores, excluding GST levied by GOI & GOM in all respect etc. complete. Kinetic Air Valve Flanged Type - PN -1.680 mm dia
116Lowering, laying and fixing in properalignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves)Air Valve Double Ball (PN-1 and PN - 1.6)80 mm dia
117Supplying labours, tools, tackles, lubricant etc. for laying and jointing DI/C.I.S/S Tyton pipes (class LA) trenches supplying rubber gasket (Rubber gaskets confirming to I.S.S.-5382-1969) and taking gasket joints including providing night guard, barrier and red light to safe guard against accident, all complete , laying of pipes is to be done as per (I.S.S. 3114 -1985) as per design, specification and direction of E/I.
118250 mm Dia
119350 mm Dia
120400 mm Dia
121450 mm Dia
122Providing, double flanged short body pattern type manually operated Butterfly Valve having body, disc and end cover in graded cast iron to IS-210 Gr.CF 200 generally confirming to IS-13095-1991, Synthetic rubber faced ring secured on disc by retaining ring with stainless steel screw stub shaft of stainless steel riding in teflon bearing including inspection charges, transportation up to departmental store, unloading, stacking excluding GST levied by GOI & GOM in all respect etc. excluding C.C. foundation /structural steel supportButterfly valve - PN - 1.6 (With by pass arrangement)
123250 mm Dia
124350 mm Dia
125400 mm Dia
126450 mm Dia
127Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete.Butterfly Valve
128250 mm Dia
129350 mm Dia
130400 mm Dia
131450 mm Dia
132Providing, lowering, laying, aligning, fixing in position jointing in pipeline following dia D/F DI Plunger valve (Flow Control Valve) PN 1.6 class with electrical actuator suitable for SCADA compatibility complete (including jointing & jointing material) including all material, labour, testing and commissioning as per Technical Specification &as per direction of Engineer.High Altitude Values
133250 mm Dia
134350 mm Dia
135Providing 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, excluding GST levied by GOI & GOM in all respect etc. complete.Kinetic Air Valve Flanged Type - PN -1.6
136100 mm Dia
137150 mm Dia
138Lowering, laying and fixing in properalignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves)Kinetic Air Valve (PN-1 and PN - 1.6)
139100 mm Dia
140150 mm Dia
141Full-Bore Electromagnetic Flow Meter:Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications.
142250 mm Nominal Dia Flowmeter
143350 mm Nominal Dia Flowmeter
144450 mm Nominal Dia Flowmeter
145Water Treatment Plant - 11 MLD
146Designing (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).
147Aeration Fountain- Plan are a not less than 0.625 square metre per MLD
148Ventury Flume - With necessary devices, consisting of simple mechanical indicator. (Pedestal type gauge)
149Flash 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.
150Flocculator – Conforming to I.S.7208-1974 (Type-C) with detention period of 30 minutes.
151Clarifier - 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.
152Rapid 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.
153FilterSand-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.
154Wash 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.
155Wash Water Pumps- Capacity to fill water tank in 1 hour with 100% standby.
156Air 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.
157Chemical House in Two Storeys
158Ground floor to accommodate 7 days\" alum requirement and sundry storage. (Minimum 4 m height)
159First floor to accommodate alum and lime tanks. Chain pully block etc. (min. 5 m height)
160Solution 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.
161Pure Water Sump and Pump House.
162Capacity of sump – One hour of designed flow.
163Pump House- Pump house of required size over the sump or by the side.
164Store 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.
165Vacuum feed type Chlorinators- Make tobe approved by MJP.
166Conforming to I.S. 10533 - A Part-II 1983
167Rate for withdrawal
168Temperature Degree \"C\"
169Degree \"C\" Cylinders
17045 67 Tonnes
171106.359.50 110
17215 10.7516.10130
17320 14.5021.24254
17427&Above18.7028.12315
175Chlorinator equipment and container room to conform to I.S. 10553 Part-I 1983.
176100% standby shall be provided.
177By pass arrangements - C.I. or M.S. pipes.
178Disposal of waste from WTP : Safe disposal arrangement to nearby nalla including cost of pipe.
179For WTP of capacity 30 mld and more additional arrangement for backwash water recycle shall be provided , including sump, pumping machinary, rising main etc. complete.
180Drainage arrangements To decant all units of WTP with CI pipes upto boundary of each unit and further extension with RCC pipes to nearby nalla.
181Electrical installation – Both internal and external including entire plant area.
182Laboratory equipment –As per requirement (to be specified during tendering).
183Sanitary blocks – Carpet area -15 square metre minimum upto 25 Mld and 25 square metre above 25 Mld.
184Administrative 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.
185Rates given below are inclusive of up lift pressure if any and dewatering during entire work.
186All pipes conduits channel with 20% overloading.
187These rates are applicable for seismic zones 2, 3 and 4.
188All RCC structures shall be constructed in M-300
189Note: Conditions from Sr. No. 146 to 188 shall form a part and parcel of the tender and must be incorporated in the bid proposal.
190Cost of 11 MLD Conventional Water Treatment Plant
191Electrical Works for Intake and WTP
192(a) DP : Double pole structure made of two nos. 9 meter long PCC poles (400 Kg) & 7 nos. MS Channel each of size 100 mmx50mmx2500mm complete with earthing of the structure as per REC standards in all respect with nuts, springs washers, clamps as required.(b) GO:Off load type gang operated 3-pole vertical flute type switch suitable for 11KV ; 400A ,3 phase, central post rotating double break isolator complete with MS hardware , copper moving & fixed contact ,assembly of 9 Nos pin insulator ,GI pipe of suitable length for operation. (c) DO: 3nos Vertical / Horizontal mounted 11kv horn gap fuse set /drop out 11kv barrel fuses mounted on 6no pin insulators(d) LA:3 piece non linear resistor type. lighting arrestor of approved make suitable for 3 wire, 11kv oh linewith rated voltage of 9kv rms & nominal discharge current rating of 5 ka & complete with galvanized clamping arrangement GI bolts, nuts, washer etc as required.(e) JUMPERS: 3 no 11kv acsr conductors mounted on pin type insularors as required.GENERAL:The go shall be operated by hand operated liver properly earthed with provision for locking mounted at 3’
193Providing and erecting Vaccum circuit breaker (VCB) panel indoor type including CT ofrequired ratio for metering and protection including 3 O/C and E/F relay and high speed trip relay. 630A
194Supply, Installation, Testing and commissioning of copper wound ISI marked Transformer 250kVA,11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silicagel breather, radiator, fins, HTcable end boxes
195Supply, Installation, Testing and commissioning of copper wound ISI marked 200 KVA Transformer 11/0.433 KV, Three Phase, 50 Hz, DYN 11, ONAN type , Standard accessories like, conservator, Silicagel breather, radiator, fins, HT & LT cable end boxes or Bus Duct flange, Lifting lugs, Bi-directional Plain/ Flanged Rollers,Earthing terminal,Air relaese plug.Off load tap changer (+5% to -10% in steps of 2.5%), winding / Top oil temperature rise of 45°C/40°C, ISI marked drain valves, Dial type temperature gauge, first fill oil, Epoxy based paint etc having max. total losses as per energy efficiency level - 2 at basic Insulation level conforming to IS 2026 (Part- I toPart - II), latest ammended and IS 1180 Part-I : 2014 BEE star level - I as per Govt. of India, Ministry of power notification Dated 16th Dec., 2016. Transformers described as above and as per the following continuous rating.
196415 V, 10KA/1sec, Al busbar, 3phase 4wireLT Aux. Panel. Wall mounted. Enclosure shall be CRCA sheet, 1.6mm for non load bearing area and 2mm for load bearing area. Panel shall be compertmentalized only. Incomer= 200A TPN MCCB 1no. Outgoing feeder= 32A TPN MCB 6nos, 16A SPN MCB 6nos. Considering all metering and protection. Paint shall be as per IS 5.
197415VLT PCC at clear water pumping station\"415 V, 10KA/1sec, Al busbar, 3phase 4wireLT Aux. Panel. Wall mounted. Enclosure shall be CRCA sheet, 1.6mm for non load bearing area and 2mm for load bearing area. Panel shall be compertmentalized only. Incomer= 100A TPN MCCB 1no. Outgoing feeder= 32A TPN MCB 6nos, 16A SPN MCB 6nos. Considering all metering and protection. Paint shall be as per IS 5.
198APFC PanelSITC of Automatic power factor correction panel with 125 kVAR Capacitor bank comprising with APFC relay, capacitor banks,contator,indicating lamp, power factor meter, free standing made of sheet steel enclosed, aluminium bus bar, earthing pads, complete with power & control wiring and suitable to improve the power factor of the system up to 0.98 lag.
199FCMA / HFSR Electrical Soft starterProviding erecting and giving test and trial of FCMA fully Automatic, Starter with DOL Soft Starter complete with main Contactor, VAF meter , PLC and HMI , push buttons and indications,FCMA module with bypass contactor and its control circuitry etc complete.LG 6-16 - 180 HP
200SITC of battery bank of min 150 AH capacity comprising SMF/VRLA batteries , MS / Teakwood battery stand , interconnect wiring etc asrequired complete in all respect of rating: 110 V DC
201Supply , Installation, Testing and Comissioning of wall mounted Push Button station for AHU/Air washers made out from powder quoted CRCA sheet of 16 SWG , illuminated ON/OFF push button including making connections etc as required complete in all respect. All as per pre approved by Engineer in charge. For additional technical parameters of products/ work , refer Annexure \"A\" attached with this BSR
202Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:- (a) Material :- H4- Grade aluminium conductor of purity >99.6 % & as per IS:1554 P-I / IS :7098 P – I (b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures. (c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted . All above as per pre approved by Engineer in charge.
20311 kV 3.5 C-185 sqmm XLPE Cable
2041.1 kV 3.5C-300 AL XLPE cable
2054Cx16sqmm, AL, 415V, 1.1 kV
2061.1 kV 3C-6 AL XLPE cable
2071.1 kV 3C-2.5 CU XLPE cable
2081.1 kV 10C-2.5 CU XLPE cable
209\"Providing & Laying P.V.C. / XLPE insulated & P.V.C. sheathed Unarmoured / Armoured aluminium cable of 1.1 KV grade as per PWD specification for electrical Works in existing RCC / Hume / Stoneware / PVC pipe/ open duct/cable trench with filling of excavated earth in trench , on existing cable trays or on surface etc. including making necessary connection, testing etc. as required of size and as per points (a), (b), (c), mentioned below:-(a) Material :- H4- Grade aluminium conductor of purity >99.6 % & as per IS:1554 P-I / IS :7098 P – I (b) conductor shall have electrolytic aluminium confirming to IS 8130, IS 3975-1999 for armouring of cables in armoured cable items , IS 5831 for sheath, IS 10810 (Part 0 to 64 ) for testing procedures. (c) OEM Must have ISO 9001 & 14001 certifications for quality assuarance & its own in house NABL lab setup for all testing facilities for cables . Appropriate type test certificate / OEM test report shall be submitted . All above as per pre approved by Engineer in charge.
2101.1 kV 3.5C-300 AL XLPE cable
2111.1 kV 3.5C-50 AL XLPE cable for Motors
2121.1 kV 4C-16 AL XLPE cable
2131.1Kv 4Cx10sqmm, AL, XLPE
2141.1KV 3Cx2.5sqmm CU XLPE Cable
215Providing and laying Stranded/ Flexible Annealede Bare copper conductor ,XLPE/PVC insulated suitably laid up together overall polyster taped Al (inner sheated GI Steel wire Mylar/Drain wire)along with ATC drain wire , round/steel armoured overall PVC sheathed (ST-1) overall screened Core armoured instrumentation Cables generally confirming to PAS 5308- Part-2-2009.\"1.1 kV 10C-2.5 CU XLPE cable for Trf. Protection and LPBS
216Providing & making heat shrinkable type indoor/outdoor/straight through terminations/ joint kit as per PWD specification for electrical Works suitable for 11 KV / 33 KV cable with required components, prepration of cable ends. Type test report should be as per IS13573:2011 which covered all sequence for table 2 for termination kit and table 3 for streight through joint inclusive thermal & dynamic short circuit test, humidity test, soil fog test. Cross linking shall be done out side factory with E- beam/ peroxide technology. Extrusion process shall be in house OEM within same vicinity. OEM test lab should be as per ISO 9001:2015 & 14001 : 2015 & reports submitted to engineer in charge including testing etc. as required of following sizes. All as per pre approved by Engineer in charge
21711kV 3C-185 sqmm XLPE Cable (OUT DOOR)
21811kV 3C-185 sqmm XLPE Cable (INDOOR)
2191.1kV 3.5C-300 sqmm AL XLPE Cable
2204Cx16sqmm, AL, 415V, 1.1 kV
2211.1 kV 3C-6 AL XLPE cable
2221.1 kV 3Cx2.5sqmm, CU XLPE Cable
2231.1 kV 10C-2.5 CU XLPE cable
2241.1 kV 3C-50 AL XLPE cable
225Galvanized Cable trays\"Supply, Fabricating & installing following sizes of perforated Hot dipped Galvanized iron cable tray ( Galvanized thickness not less then 50 microns) with perforation not more then 17.5% in convenient section including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling with GI suspenders including GI bolts & nuts , fastners, supports etc. as required. All as per pre approved by Engineer in charge. 300mm x 62.5mm x 2.0mm
226Earthing \"Pipe Earthing as per PWD specification for electrical Works as per IS:3043- 1987 with 3.0 Mtr. Long, 40 mm dia. \" B \" class G.I. Pipe IS: 1239 (Part-1) 2004, Equivalent to BS : 1387 with perforated holes of 12 mm dia ,including all accessories like nut, bolts, reducer, nipple, wire meshed funnel, and Heavy duty weather proof poly-propylene earth pit chamber with lockable Jam free lid suitable for safe working load 5000 Kg or more of size Top Dia. 225 to 260 mm, Bottom Dia 300 to 350 mm. and Height 250 to 300 mm. and embodying the pipe complete with alternate layers salt and coke/ charcoal, testing of earth resistance for value of 5 ohms or less as required & must record by engineer in charge during site visit and ensure to enter in measurment book. All as per pre approved by Engineer in charge.
22750mm x 6mm G.I. Strip
22825mm x6mm G.I. Strip
22910 SWG G.I. Wire
230Lightening Conductor of G.I. bar of 25mm dia& 2m long
231P & F G.I. tape 20mm x 3 mm on parapet or surface of wall in vertical/horizontal run as required.
232P&F M.V danger notice plate
233\"Providing & Fixing of IK07 IP 66 protected LED Street Light Luminaire on existing bracket/pole. Fixture made of powder coated single piece pressure die cast aluminum LM6/ ADC12 material with heat dissipation fins on housing with UV stabilized PC/Toughened Glass cover (UV stablzation report submitted for UV cover ) and secondary lens on each LED & should be SMD type . The System level Luminaire efficacy >=120 lm/ wt with High Power LEDs is to be used and potted driver must be potted & has a unique BIS R number with Input Voltage AC 120 to 270 V AC with High voltage Cutoff @>=300 V AC and Auto resetting Safety ,Input Frequency 50Hz±3% Power Factor >0.95 driver Efficiency >85% ,THD(I) <10% Humidity 10% to 90% RH Working Temp -5C to 45C . driver current <1000mA shown in LM79 report. The luminaire shall be BIS certified and T.C. certified. Life Expectancy Equal or more than 50000 burning hrs with Minimum 70% lumen maintened ,color Rendering Index >70 and CCT 5700K +355K. Surge protection shall be min = 4 KV internal and min 10 KV external. driver should be Phase to phase protection of 440 V for 4 Hrs. Manufactures Word Mark/Name Engraved/Embossing on die cast housing to allow traceability/authenticity. Fixture shall be AS PER IS 10322 Complianced. OEM Must have its own in house NABL lab setup for all testing facilities for LED fixtures. (LM79/LM80) Certificate/ report with liable warranty of product/accessories from OEM shall be submitted. All as per pre approved by Engineer in charge.
234Providing & Fixing of IP20 LED Surface/ Recessed / suspended mounting Mid power SMD type LED Light fixture made from CRCA sheet steel housing, high purity / transmisivity UV stabilized Non -yellowish diffuser for uniform light distribution. High efficiency with 2.5 KV internal/external surge protection BIS certified isolated driver having efficiency > 85% , with Short & Open circuit protection and in compliance to IEC standards (Integral with light fixture). System Lumen efficacy min. 100 lm/watt ,THD < 10 % , p.f.=0.95,CRI >80 , life time of minimum 50000 Burning Hours with , 70% of intial Lumen maintaned till life ends , CCT 3000°K / 4000°K / 5700°K /6000°K/6500°K (As per ANSI Bin) , maximum power consumption should not more than the specified rating and Fixture shall be of BIS standard and trade mark certificate ( T.C.). Manufactures Word Mark/ Name Engraved/ Embossing/ Screen printing on housing. OEM must have its own in house NABL acredeated lab setup for all testing facilities for LED fixtures. (LM79/LM80) certificate / Report from OEM shall be submitted. All as per pre approved by engineer in charge
23590 W Street Lighting Fixtures with pressure die cast Aluminium housing.
236Supply and erection of Octagonal pole of following length and dimension as per table-3 with base plate on the cement concrete foundation of M-15 /M-20 grade (1:1.5:3) with the help of anchor bolts of grade 6.8 (IS 1367 P III ). The pole shall be made of S-355JO grade steel sheet , folded lengthwise to obtained Octagonal shape, having single longitudinal seam weld and hot dipped galvanised internally & externally in accordance with IS 2629. The pole shall have a weatherproof flush door and locking arrangements. The complete work shall be supervised and certified by the manufacturers for satisfactory supply, erection, testing and commissioning. The pole shall be completed with overhangs, Junction Box, two nos. pipes for cable entry and outgoing, wires up to lighting Fixtures.7 Mtrs.
237Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in charge.
238Providing & Fixing of Electrical insulating rubber matts as per PWD specification for electrical Works, ISI marked confirming to IS: 15652 / 2006 with one side anti skid abberation marks and pasting the mat with synthetic rubber adhesive as required. All as per pre approved by Engineer in charge.
239Providing & Fixing of ISO Certified company made BEE Star rated copper wounded double ball bearing capacitor start, aluminium body & Metallic blade ceiling fan as per PWD specification for electrical Works, Conform to all the performance requirements laid down in IS 374:2019 including all amendments, as applicable ; & Carry BIS licensing (i.e. ISI marking) or Quality Certification such as ISO – 9001 or above , with down rod up to 30 cm with secondary support safety cable ( steel wire ) , cotter pin with 3 x 1.5 sq.mm pvc insulated flexible copper conductor making connection testing etc. as required. Appropriate OEM test certificate shall be submitted by contractor. All as per pre approved by Engineer in charge.
240Machnical Works at Intake and WTP
241VERTICAL TURBINE PUMP (WATER LUBRICATED) CONFIRMING TO IS1710/1989 (REAFFIRMED 2009)1500 RPM SUITABLE FOR VERTICAL HOLLOW SHAFT SQUIRREL CAGE Supply and delivery of Vertical water/oil lubricated statically, dynamically, hydraulically balanced turbine pump capable of discharging the following duty condition as given below due to all causes with surface discharge head confirming to IS 1710 and as amended as on date with accessories as per IS 5120/1977 ( Reaffirmed 2011 ) and as amended thereafter to suit the site condition. The speed, No. of stages, sizes of column pipes and line shaft indicated is based on site condition prevailing during investigation. The pump should be supplied with non reversible ratchet pin housing safety clutch, suction strainer etc. The Pump Bowl assembly shall be with bronze impeller running at 1450 RPM. The pump includes suitable head shaft, suitable 1.5 metre long SS line shaft required Nos. to suit the well depth, Rubber line shaft bearing of required Nos., C.I Bearing retainer of required Nos., 100 litre HDPE Pre- lubricating tank with 20mm PVC Rigid pipe connection along with GM gate valves, Suitable ERW column pipe of each 1.5m long of required Nos. to suit the well depth, Suction bell mouth of suitable size, M.S. clamps suitable for column pipe/line shaft -2 set and Spanner - 1 set etc complete 9052.08 LPM and 46 m Head
242Supply, installation, testing and commissioning of Clear water pumpsets as under-Centrifugal Pump -: 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.9052.08 LPM and head 43
243Providing and supplying ISI mark CI D/F reflux valves (non-return valves ) of following dia including inspection charges, unloading from railway wagon, loading into truck, transportation upto departmental stores, unloading, stacking etc. complete. as per I.S.5312 Part I (1984)Without bypass arrangement -PN - 1.6(a) 200 mm dia
244Providing and fixing M.S. chequerred plate flooring of following thickness supported on M.S. angles (25 x 25 x 5 mm size) including welding, cutting and fabricating the plates to the required square or rounding shape, making holes in the plate, including providing and applying 3 coats of anticorrosive paint, etc. complete as directed by Engineer-in-charge.6 mm thick
245Lowering, laying and fixing in proper alignment and position all types of CI air valves as directed by engineer in charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing etc complete. (Rate for all class of valves.)200 mm dia
246Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. (Rate for all class of valves.)
247Providing double flange sluice valve (50 mm to 1200 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.With bypass arrangement -P.N. -1.6200 mm
248Providing double flange sluice valve (50 mm to 1200 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.Without bypass arrangement -PN-1.6200 mm dia
249Lowering, laying and fixing in proper alignment and position all types of CI air valves as directed by engineer in charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing etc complete. (Rate for all class of valves.) PN-1.6
250Air Release Valve: Lowering, laying and fixing in proper alignment and position all types of CI air valves as directed by engineer in charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing etc complete. (Rate for all class of valves.) PN-1.6
251Lowering, laying and fixing in proper alignment and position all types of CI air valves as directed by engineer in charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing etc complete. (Rate for all class of valves.)80 mm dia - PN-1.6
252EOT CRANE - Providing, erecting and commissioning single girder Electrically Operated Rectangular Over head Travelling Crane with 6 m lift complete with wire rope hoist, class II duty, all three motions electrically operated by suitable rating motor IP 54, control panel and down pendant control block.5 T Capacity - Above 6 m upto 8 m span.
253Square Bar / Rail :- Providing, erecting and fixing square bar of EN 8 as rail for over head crane on provided track, girder / continuous corbel beam, including supporting plate and \"J\" bolts.. 40x40 mm
254Providing and supplying ISI mark centrifugally cast (spun) ductile iron pipes of 100 mm and above all diameter for water works with socketand spigotends confirming to IS.8329/2000 in standard working lengths of4.5, 5.5 & 6.0 m for classification K-9 suitable forpushonjoint (Rubber gasketD jointing) with cementmortarlining inside the pipes with outside zinc and bituminous coating(including cost of one no. gasket for each pipe). Rate are exfactory excluding transportation, taxes & duties contractor profit and over head charges etc. 200mm dia
255Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasketof S.B.R., complete with cast iron follower gland and M.S nut & bolts coated or otherwiseprotected from rusting and suitablefor D.I pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete as per I.S-9523Socketed (200-300 mm dia)
256Labour charge for one cutting of cast iron/DI pipe & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.200 mm dia
257Supplying labours, tools, tackles, lubricant etc for laying and jointing DI/C.I. S /S tyton pipes (class LA) trenches, supplying rubber gasket(Rubbergasketconfirming toI.S.S -5382 -1969) and making gasket joints including providingnight guard, barrier and red light to safe guard against accident all completelaying of pipes is to be done as per ( I.S.S 3114-1985 ) as per design, specification and direction of E /I200mm dia
258Providing & Fixing of Heavy duty capacitor start, copper woindDouble ball bearing 900/1400 RPM single phase Exhaust fan asper PWD specification for electrical Works, conforming to IS:2312ISI marked in existing opening including making connections testingetc. as required. OEM shall be an ISO certified company.Appropriate OEM test certificate shall be submitted by contractor. Allas per pre approved by Engineer in charge. 300 mm sweep (900/1400 RPM)
259Supply & Fixing of ABC Type (MAP 50) type powder Fire Extinguisher (Stored Pressure type) of following capacity duly current and valid BIS certification conforming to IS: 15683:2006, withDry chemical powder used as extinguishing agent should be MonoAmmonium Phosphate 50% concentration conforming to IS14609:1999. OEM will produce supplier certificate complete withsqueeze grip release valve, locking arrangement, pressure gaugeand bracket including initial fill and wall suspension complete in allrespect. Serial no. and date of manufacturing should be embossedor printed on the body of the fire extinguisher. The firm should submit the product certificate from an EN notified body & product performance test report from NABL accredited Lab as per IS 15683. . All as per pre approved by Engineer in charge. For additionaltechnical parameters of products/ work , refer Annexure \"A\" attached with this BSR
260ESR ( Elevated Service Resevoir)
261Designing (aesthetically), and constructing RCC elevated service reservoirs of following capacity with RCC staging consisting of columns, internal and external bracings spaced vertically not more than 4.5 metres centre to centre for ESR having capacity upto 500 cum and not more than 6 m c/c for ESRs having capacity above 500 Cum including excavation in all types of strata, foundation concrete, cement plaster with water proofing compound to the inside face of the container including refilling disposing off the surplus stuff within a lead of 50 metres, all labour and material charges including lowering, laying, erecting, hoisting and jointing of pipe assembly of inlet, outlet, washout,overflow and bypass arrangements as per departmental design, providing and fixing accessories such as M.S. ladder, C.I. manhole frame and covers, water level indicators, lightening conductor, G.I. pipe railing around walk way and top slab, providing spiral stair case from ground level to roof level, M.S. grill gate of 2 M height with locking arrangement of approved design, B.B.masonry chambers for all valves, ventilating shafts, providing and applying three coats of cement paint tothe structure including roof slab, epoxy painting to internal surface and antitermite treatment for underground parts of the structure and giving satisfactory water tightness test as per I.S. code. The job to include painting the name of the scheme and other details on the reservoir as per the directions of Engineer-in-Charge.
262The design of the structure be in accordance with relevant I.S.specification (I.S. 3370 - 1965 or revised.)
263The design shall satisfy the stipulations as per I.S. 1893 - 1984 and I.S. 13920 /1993 for seismic force and I.S. - 11682 / 1985 for R.C.C. staging of overhead tanks.
264For design having more than 6 columns, provision of internal bracing is obligatory. External bracings is also obligatory.
265Plain round mild steel bars grade-I conforming to I.S. 432 part-I or high yield strength deformed bars conforming to I.S. 1786 or I.S. 1139 shall be used, grade-II mild steel bars will not be allowed.
266These rates include providing M.S. ladder for E.S.R.s upto 2 lakh litres capacity and providing spiral staircase for E.S.R. above 2 lakh litres capacity
267Staging shall have to be designed with stresses of M-200 concrete for ESR. However all RCC construction should be done in M-300
268These rates are including the cost of uplift pressure if any and entire dewatering during execution. In case of water logging area where water is stretch at shallow depth, extra provision of dewatering shall be made as per site condition.
269All conditions given in the Member Secretary\"s Circular No. MJP / TS-I / 350 / 1668 dt. 2-8-97 and MJP / S-I / 350 / 2127 dt. 13-7-99 shall be strictly followed and additional cost, if any, due to these conditions is included in the rates mentioned below.
27075% part rate shall be payable for reinforcement concrete and plastering items of containers of E.S.R. till satisfactory hydraulic testing for water tightness is given; and till that work shall be treated as incomplete.
271The rates indicated in the table are excluding the cost of pipes, specials and valves required for inlet, outlet, washout, overflow and bypass arrangement. The scope of work, however, includes cost of erecting, laying and jointing of pipes and valves including cost of jointing materials upto 5 M beyond outer face of outermost column
272For ESR upto 500 cum capacity C.I. double flanged pipes upto 300 mm dia shall be provided and C.I. specials shall be used. For ESR above 500 cum capacity C.I./M.S. pipe assembly with minimum 8 mm thickness upto 500 mm dia and minimum 10 mm thickness above 500 mm dia can be used with proper anti-corrosive epoxy treatment from inside and outside.
273Below mentioned rates are for foundations with individual footing with bearing capacity of 20 tonnes per square metre. For raft foundations, these rates shall be increased by 7.5% where safe bearing capacity (SBC) is 5 MT per sqm and by 5% where SBC is more than 5 MT/sqm and upto 10 MT/sqm. This % of 5% or 7.5% is applicable for estimation of amount of lumpsum item of ESR. For extra item due to change from individual foundation to raft, actual increase in concrete and steel be paid as per relevant DSR item.
2741. ESR - 1500 KL , Staging - 28 m
2752. ESR - 1050 KL , Staging - 24 m
2763. ESR - 1770 KL , Staging - 19 m
277Demolition of ESR
278Dismantling of ESRs of various capacities and heights using crane (10 MT capacity) and handing over M.S./ C.I./G.I. pipes, valves, bends, etc. to the department. However taking steel reinforcement by the dismantling agency including removing dismantled materials from site and disposing them at suitable place as directed, etc. complete.473 KL , 16 Height
279Distribution System
280Providing and supplying ISI mark centrifugally cast (spun) ductile iron pipes of 100 mm and above all diameter for water works with socketand spigotends confirming to IS.8329/2000 in standard working lengths of4.5, 5.5 & 6.0 m for classification K-7 suitable forpushonjoint (Rubber gasketD jointing) with cementmortarlining inside the pipes with outside zinc and bituminous coating(including cost of one no. gasket for each pipe). Rate are exfactory excluding transportation, taxes & duties contractor profit and over head charges etc.
281100 mm dia
282150 mm dia
283200 mm dia
284250 mm dia
285300 mm dia
286350 mm dia
287400 mm dia
288450 mm dia
289Supplying labours, tools, tackles, lubricant etc for laying and jointing DI/C.I. S /S tyton pipes (class LA) trenches, supplying rubber gasket(Rubbergasketconfirming toI.S.S -5382 -1969) and making gasket joints including providingnight guard, barrier and red light to safe guard against accident all complete ,laying of pipes is to be done as per ( I.S.S 3114-1985 ) as per design, specification and direction of E /I
290100 mm dia
291150 mm dia
292200 mm dia
293250 mm dia
294300 mm dia
295350 mm dia
296400 mm dia
297450 mm dia
298Supplying labours, tool and tackles for testing of laid CI or UPVC or HDPE or AC pressure pipe upto 60 m head of water all complete as per specification and direction E/I.
299100 mm dia
300150 mm dia
301200 mm dia
302250 mm dia
303300 mm dia
304350 mm dia
305400 mm dia
306450 mm dia
307Providing and supplying ISI standard D.I specials & fitting with sealing rubber gasketof S.B.R., complete with cast iron follower gland and M.S nut & bolts coated or otherwiseprotected from rusting and suitablefor D.I pipes including cost of all labours and materials and transportation to stores / site, loading, unloading including all taxes, etc. complete as per I.S-9523, 100-450 mm dia
308Labour charge for one cutting of cast iron/DI pipe & specials including supplying, necessary tools and plants, chipping or filling the surface finish as per specification and direction of E/I.
309100 mm dia
310150 mm dia
311200 mm dia
312250 mm dia
313300 mm dia
314350 mm dia
315400 mm dia
316450 mm dia
317Providing double flange sluice valve (50 mm to 1200 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.Without bypass arrangement PN-1.6Sluice Valve
318100 mm dia
319150 mm dia
320200 mm dia
321250 mm dia
322300 mm dia
323350 mm dia
324400 mm dia
325450 mm dia
326Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. Sluice Valve
327100 mm dia
328150 mm dia
329200 mm dia
330250 mm dia
331300 mm dia
332350 mm dia
333400 mm dia
334450 mm dia
335Providing double flange sluice valve (50 mm to 1200 mm) confirming for IS 2906/14846 including worn gear arrangements as per test pressure stainless steel spindle, caps transportation etc all complete.Without bypass arrangement - PN - 1Scour Valve
33680 mm Dia
337100 mm dia
338Lowering, laying and jointing in position following C.I.D/F Reflex valves, Butterfly valves and Sluice valves including cost of all labour jointing material, including nut bolts and giving satisfactory hydraulic testing etc. complete. Scour Valve
33980 mm Dia
340100 mm Dia
341Providing 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, excluding GST levied by GOI & GOM in all respect etc. complete.b) Kinetic Air Valve Flanged Type - PN -1.6
34280 mm Dia
343100 mm Dia
344Lowering, laying and fixing in properalignment and position all types of C.I. air valves as directed by Engineer-in-charge including cost of conveyance from stores to site of work, cost of all material and giving satisfactory hydraulic testing, etc. complete. (for all class of valves)c) Kinetic Air Valve (PN-1 and PN - 1.6)
34580 mm Dia
346100 mm Dia
347Full-Bore Electromagnetic Flow Meter:Supply, install and commission Electromagnetic Flow Meter (EMF) As Per ISO 4064, for Raw/Pure water with accuracy +/-0.5% of measured value & protection as per given specifications for size 100 mm-1000mm including sensor, transmitter surge arrestor, cable GI duct if suitable size for 25 mtrs built in GSM ( with Simcard and its charges,valid for 36 months) including the pipe cutting, leveling and installation of flow meter in the pipelines with necessary tool tackles, cranes including 36 months guarantee etc complete, as may be required at site & based on technical specifications.
348200 Nominal Dia
349250 Nominal Dia
350300 Nominal Dia
351350 Nominal Dia
352400 Nominal Dia
353450 Nominal Dia
354Making cross connection to existing distribution main of any type including excavation, breaking and removing existing pipes, lowering, laying of specials and pipes in their position, refilling, closing the water supply in that area, dewatering and restarting the water supply, etc. complete as directed by Engineer-incharge for following diameters of existing pipeline, irrespective of diameter of branch line.
355100 mm dia
356150 mm dia
357200 mm dia
358250 mm dia
359300 mm dia
360House Service Connection
361Providing and making UPVC/MDPE pipe consumer service connection on Distribution main by drilling hole with suitable means , including all labour , UPVC/MDPE Pipe of required length with or without Road crossing as described below, including cost of specials like Saddle/Clamp Saddle of suitable material, and diameter suitable for Distribution main, 15mm /20mm/ 25mm respective Dia Heavy duty Brass/Polyprophylyne(Twin Jacketed ) Ferrule , Male and Female thread adapter Elbow, Bends,couplers ,Tees, Clamps of suitable material and sundry materials as per requirment, including providing and fixing medium duty 15.mm brass bib tap, GI casing pipe of suitable diameter of 32mm/ 40mm/ 50mm respectively of required length for Road crossing, including requird labour for excavation in all types of strata up to the depth of 0.75m or as per site requirement,all types of plumbing fittings, refilling , Closing the water supply in that area, dewatering, hydraulic testing and restarting the water supply ,transportation of material etc. complete as directed by Engineer in charge.
362A) Household Connection without water meter (Compression Saddle+ISI Mark Ferrul) for HDPE & PVC pipe
363For MDPE/UPVC Pipe Service Connection on Disribution main
364(With Road Crossing)For 15 mm Service connection
365I S I mark as per IS 779/1994Providing, installing and giving satisfactorily field testing of domestic water meter, horizontal inferential type multijet type with magnetic drive and dry dial suitable for 50 degree temperature duly sealed against tampering complete with couplings at both ends and conforming to class B as per IS 779/1994 (VI revision) with ISI mark along with manufacturer\"s test certificates and guarantee certificates including cost of all labour and materials.15 mm dia
366Supply and delivery of protection box of size 20cm x 30cm for fixing of Water Meter. The box should be rectangular base in construction and material of construction should be weather resistant polyethylene (PE) blue /black .Reinforcement rips should be provided at the walls of the box. Box should be at two components comprising body and lid. Lid should be press fitted to the body. No hinges should be used for opened /closed. Operation meter box should be provided with built in lock. The body as inlet and outlet windows to pass the pipe through suitable for use with pipes of sizes up to 1\" .Base of the box should be designed in such a way That the box can be installed to the floor/wall using anchor Bolts / screws without grouting the entire base of the meter Box. Provision for fixing Name plate showing the name of the Department etc., complete and as directed by the TWAD Board Officers.
367ESTIMATE OF N.H. CROSSING
368Manufacturing providing and supplying spirally welded / ERW / SAW / Fabricated M.S. Pipes (Commercial Quality) including procurement of plates. Gas cutting to required size rolling, tack welding, assembling in suitable lengths to form pipes, welding on automatic welding machine and forming \"v\" edge on both ends of pipe including all taxes, railway freight, insurance, unloading from railway wagon, loading into truck transport to stores / site, unloading, stacking etc. complete as per IS - 3589 and IS - 5504 as applicable as per specifications (No negative tolerance in thickness is permissible).
369a) For 100 mm dia DI pipe - Dia of Pipe : 323.90 mm (O. D.) 9.5 mm thick MS pipe for Casing
370b) For 200 mm dia DI pipe - Dia of Pipe : 355.70 mm (O. D.) 9.5 mm thick MS pipe for Casing
371c) For 300 mm dia DI pipe - Dia of Pipe : 457.00 mm (O. D.) 10 mm thick MS pipe for Casing
372d) For 400 mm dia DI pipe - Dia of Pipe : 559.00 mm (O. D.) 10 mm thick MS pipe for Casing
373Pushing of M.S. pipe of following dia for road crossing and railway crossing by push through method in all types of strata by using hydraulic jack and drilling machine of required diameter below 3.0 m depth including lowering, laying, jointing of M.S. casting pipe including cost of labour, fuel and material, required welding machinery, tripod, chain pulley block, crane, blower,etc.,transportation and dewatering etc. complete as directed by Engineer in charge but excluding cost of M.S. pipe.
374a) 200 mm to 499 mm dia MS pipe
375Providing and applying primer first coat of intertol 49 W emaline 05/ 58 pipe coat or any other equivalent approved paint to the internal surface of pipeline at site, etc. complete.
376a) Dia of Pipe : 323.90 mm (O. D.)
37745 m X 3.142 X 323.90 (two surface)
378b) Dia of Pipe : 355.70 mm (O. D.)
37945 m X 3.142 X 355.70 (two surface)
380c) Dia of Pipe : 435.70 mm (O. D.)
38145 m X 3.142 X 435.70 (two surface)
382d) Dia of Pipe : 581 mm (O. D.)
38345 m X 3.142 X 581.0 (two surface)
384First Coat
385Second Coat
386Boundary Wall - 1. For WTP & ESR1 - 400 m , 2 . ESR 2 -120m , 3. ESR 3 - 120 m
387Removal of unserviceable soil with disposal up to 1000 m (removal of unserviceable soil including excavation, loading and disposal up to 1000 m lead butexcluding replacement by suitable soil which shall be paid separately as per clause 305.
388Plain / Renforced Cement Concrete in open foundation complete as per drawing and technical specifications.PCC Grade M20
389Plain / Renforced Cement Concrete in well foundation complete as per drawing and technical specifications.RCC Grade M30
390Providing 2 coat of snowcem of approved shade and make over a coat of cement primer on new surface including preparing the plastered surface smooth with sand paper, scaffolding, curing, and taxes all complete as per building specification and direction of E/I.
391Providing and fixing concertina coil fencing with punched tapeconcertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron \"Y\" shaped placed 2.4m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre
392Providing and fixing M.S. angle 50x50x5 mm to act as nosing with lugs of M.S. flat 10x5 mm, 10 cm long, forked at end 60cm apart (minimum three lugs to be provided), including necessary welding and applying a priming coat of approved primer on exposed surface etc. complete
393Supplying, fitting and fixing M. S. grill gate with M. S. grills made of 20 x 6 mm M. S. flats or 16 mm M. S. square bars fitted on 25 x 25 x6 mm M.S. angle frame.
394Estimate Of Approach Road
395E/W in Soilby manual means, (Excavation for roadway in soil using manualmeans including loading in truck for carrying of cut earth to embankment site with all lift and lead upto 1000 meters) (ii) including Royality @ Rs. 30.0 Per cum, cost of watering, rolling & compaction
396Granular sub-base with close graded material, plant mix method (construction of granular sub-base by providing close graded material, mixingin mechanical mix plant at OMC, carriage of mixed material to work site, spreading in uniform layer with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401)(i) for grading-I material
397Water bound Macadam (Providing, laying, spreading and compacting stone aggregates of specific sizes to water bound macadam specification including spreading in uniform thickness, hand packing, rolling with vibratory roller 8-10 tonnes/smooth 3 wheeled steelroller in stages to proper grade and camber, applying and brooming requisite type of screening /binding materials to fill up the interstics of coarse aggregate, watering and compacting to the required density) (A) By manual means(i) Grading-I (a) Using Screening crushable type such as moorum or gravels(with vibratory roller)
398Providing & laying M-15 cement concrete avg. compressive strength 18.5Mpa for foundation/ encasement/ pavement/ saddle including Form work,mixing in non-tilting mechanical mixer (with Weigh Batcher),placing, compacting by internal & surface vibrator,finishing curing etc. complete asspecified and as directed(cement mortar vata will be paid separtely). Contractors have to make their own arrangement for potable water for construction/curing,with hessain cloth, etc. & will be not paid separately for it.
399VALVE CHAMBER
400Construction ofB.W.masonry valvechamberofsize 1.20M X 0.90M X 1.50M mt.Upto 300 mm dia
401Construction ofB.W. masonry valve chamber of size 1.50M X 1.20M X 1.80M mAbove 300 mm dia
402Thrust Block
403Earthwork in excavation in foundation trenches in ordinary soil (vide classification of soil item-A) and disposal of excavated earth as obtained to a distance upto 50 m including all lifts, levelling, ramming the foundation trenches, removing roots of trees, shrubs all complete as per approved design, building specification and direction of E/I.
404Providing and laying in position specifiedgrade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level. 1:2:4( 1 cement : 2 coarse sand (zone-III): 4 graded stone aggregate 20 mm nominal size)
405Sludge Settling Tank
406Providing P.C.C M-10 with nominal mix of (1:4:8) in foundation with approved quality of stone metal grade-III (50mm to 25mm), size clean coarse sand of F.M 2.5 to 3 including screening, shuttering mixing cement concrete in mixer and placing in position vibrating, striking, curing, taxes and royalty all complete as per building specification and direction of E/I.
407Providing and laying in position specifiedgrade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - all work up to plinth level. 1:1.5:3 ( 1 cement : 1.5 coarse sand (zone-III): 3 graded stone aggregate 20 mm nominal size)
408Top Slab
409Vertical Wall
410Providing Tor steel reinforcement of 8mm - 12 mm dia rods as per approved design and drawing excluding carriage of M.S. Rods to work site, cutting, bending, and binding with annealed wire with cost of wire removal of rust, placing the rods in position all complete as per building specification and direction of E/I.
411Providing M.S. foot rests inclding fixing in manholes with 20x20x10cm cement concrete blocks 1:3:6 (1cement: 3coarse sand: 6 graded stone aggregate 20mm nominal size) as per standard design:With 20x20 mm square bar
412Providing and fixing in position pre-cast RCC manhole cover and frame of required shape and approved qrality . Circular shape 560mm internal dia.
413Providing and Fixing soil ,waste and vent pipe: 75 mm dia sand cast iron socket & spigot pipe
414STAFF QUARTER
415Providing P.C.C. M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.
416Providing and laying Damp Proof Course 50 mm thik with cement concrete 1:2:4 ( 1 cement : 2 coarse sand ( zone III ) : 4 graded stone aggregate 20 mm nominal size ).
417Providing and laying up to floor five level reinforced cement concrete in kerbs, steps and the like 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 20 mm nominal size).
418Supplying, fitting & fixing good quality,welldressed&well seasonedsalwoodworkin chaukhat in doors, windows, skylights,fanlights andC/W celestial windows openings, including wedge over all clamps complete including application of two coats of wood preservative of approved qualityonthe surface butting walls & lintels all complete as per building specification & direction of the E/I.
419Supplying fitting and fixing 250 x 20 x 6 mm L-type M.S. Clamp properlyfishtailed,including making holes and setting the same in 375 x 125 x75 mm cement concrete block (1:2:4) withcostofalllabourand materials and taxes as per building specification and direction of E/I
420Supplying fitting&fixing38mm thick good quality well dressed and well seasoned Sal wood battened shutterledged & braced in doorsand windows with oxidized iron fitting such ashinges, sliding door bolts, tower bolts, handlesor rings, hooks and eyes, cleats, sand block as per schedule, taxes& royalty all complete as per building specification & direction ofEngineer–in-Charge
421Supplying, fitting & fixing M.S. Grill made of 20x 6mmM.S. Flat as per 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.
422Providing 25 mm thick precast R.C.C. M-200 with nominal mix of (1:1.5:3) jali with approved quality of stone chips of 6 mm nominal size and clean coarse sand of FM 2.5 to 3 with 1.6 mm thick M.S. wire as per approved design and drawing and placing the same in position true to plumb and level and properly grouted with cement mortar (1:3) including cost of curing, scaffolding and finishing all complete as per building specification and direction of E/I. For WC (W3)
423Providing and fixing fan hook of 16 mmdia M.S. bar 1 meter long bent to required size and shape, placed in positionand fixing in R.C.C. slab/beam at the timeofcasting allcomplete as per buildingspecification and direction ofE/I.
424Supplying, fitting and fixing M.S. grill gate with M.S. grills made of 20x6mm M.S. flats or 16mm. M.S. square bars fitted on 25x25x 6mm, M.S. Angle frame.
425Providing average 115mm. thick lime terracing (24 lime :36 surkhi:100 brick khoa) well beatenandcompacted includingmaintaining proper level & slope, making ghundi with finishing treatment, cost of carriage,curing, royalty & taxes all complete as per building specification & direction of E/I.
426Providing average 150 mm thick dry rammed khoa beaten to 112 mm. (compacted with water) made of well burnt or jhamabricks including ramming properly till compacted thickness is achieved,curing&carriageof water with all leads, making properslope&blending thetop with cement mortar (1:10) all complete as per building specification & direction of E/I.
427Providing 25 mm thick first class patent stone flooring (1:2:4) with stone chips intwo 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, taxes & royalty with all complete as per building specification & direction of E/I.
428White washing three coats over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke and mosh marks with jhama rubbing, scaffolding, washing, of floors and taxes all complete as per building specification and direction of E/I. For Ceiling
429Colour washing two coats over a coat of white wash over new surface with approved quality of lime including cost of cleaning surface thoroughly and removing the scales of smoke& mosh marks with jhama rubbing, scaffolding, washing, of floor and taxes all complete as per building specification and direction of E/I.
430Providing two coats of painting with ready mixed paint over a coat of primer of approved shade and make over new wooden surfaceinclud n g preparingthesurfaceafter cleaning, removing dirt, scales, smokes, grease and sand papering, including cost of scaffoldingandtaxesall complete as per building specification & direction of E/I.
431Providing primer one coat of red lead paint of approved make over new steel surface including preparingthesurface aftercleaning, removing dust, dirt, scales, smokes and grease and cleaning the surface thoroughly including cost of scaffolding and taxes all complete as per building specification and direction of E/I. (mode of measurement area shall be multiplied by the coefficient as indicated in building specification).For Grill Gate
432Providing two coats of painting with ready mixed paint of approved shade & make over steel surface including cleaning the surface thoroughly, scaffolding & taxes all complete as per building specification & direction of E/I.For Outside
433Providing P.C.C. M -100 with nominal mix of (1:3:6) in foundation with approved quality of stone metal grade- III (50 mm to 25 mm size) clean coarse sand of F.M. 2.5 to 3 including screening, shuttering, mixing cement concrete in mixer & placing in position, vibrating, striking, curing, taxes & royalty all complete as per building specification & direction of Engineer-in-charge.
434Providing 12 mm thick water proof cement plaster (1:3) in CM 1:3 with clean coarse sand of FM 1.5 with 5% cico or any other approved water proofing compound all complete as per building specification & direction of E?.
435Providing, hoisting and fixing in position C.I. manhole, frame and cover of best quality and of required size and shape with locking arrangements including applying 2 coats of anti-corrosive paint, etc. complete.
436Providing brickbats of 90 mm to 45 mm size of approved quality in the gap between wall of the pit and earth including cost of materials, labours, taxes, royalty, cairrage at site etc all complete as per standard specifications and direction of the E?.
437Supplying materials and labours for constructing inspection chamber of designation class 75-8 bricks size 750 mm deep, 600 mm x 450 mm internal dimension having 250 mm wall thickness in cement mortar (1.6) including 12 mm cement plaster (1:4) with punning on side and cement plaster (16) with 600 mm x 475 mm G.I. cover with frame (weight not less than 36Kg) along with earth work in excavation and 80mm thick PCC-(1:3:6) in foundation and refilling all complete as per specification and direction of E/I
438Supplying, fitting and fixing vitreous white glazed earthen ware I WC of Perry Hindustan or any other ISS approved make with 100mm HC.I. \"P\" TRAP (15) Liters C.I. pull and let go flushing C.I.stern of names or other ISS equivalent make, complete with all fittings, C.. or C.C. brackets 32 MM alkathenae PVC telescopic flush, pipe about 2m long with one brass coupling and clamps G.I. Chain and pull including supplying and fixing a pair or vitreous white glazed earth ware footrest to be fixed in floor 50Gms., 15mm PVC Connection pipe 450 mm Long and the exposed pipe and C.I.stem with two coats of approved paint over a coat of red oxide primer etc. all complete as per specificationand direction of EA. 580 mm long with 12.5 lit low level PVC cistern
439Supplying fitting and fixing vitreous white glazed earthen ware wash hand basin of Perry of Hindustan or any other iSS approved make supported on painted C.I. or RS Brackets 32mm CI brass waste 15mm dia C.I. body brass spindle stop cock of approved quality of weight not less than 350grams 32mm PVC waste pipe 750mm long with brass coupling at one end and making plumber joints etc all complete as per specification and direction of E?.
440Supplying S.W.R.P.V.C. pipes of approved make
4411) 110 mm dia
442100 mm PVC Pipe
4432) 75 mm dia
44475 mm PVC pipe
445Supplying SWR PVC fitting and labour tools and equipments for laying of all size SWR fitting and fixing in trainches / on wall etc all complete as per direction of E/I
446110 mm dia
447Coupler
448Door Tee
449Plain Bend
450Door Bend
451Pipe Clip
452Slotted cowl
45375 mm dia
454Coupler
455Door Tee
456Plain Bend
457Door Bend
458Pipe Clip
459110 mm x 75 mm dia
460P. trap ( 110 x 110 mm )
461Adhesive solvent cement
462Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required.Group A
463Wiring for circuit/ submain wiring alongwith earth wire with the following sizes of FRLS PVC insulated copper conductor, single core cable in surface/ recessed steel conduit as required.
464a) 2x2.5 sq mm + l x 2.5 sq mm earth wire (M.C.B. to board)
465b) 2x4.0 sq mm + l x 4 sq mm earth wire ( main to M.C.B. to light)
466c) 2x6.0 sq mm + l x 6 sq mm earth wire (main to M.C.B. to power)
467Supplying and fixing metal box of 150mm X 75mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 3 pin 5/6 A socket outlet and 5/6 A piano type switch, connections, painting etc. as required.
468Supplying and fixing metal box of 180mm X 100mm X 60mm deep (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including providing and fixing 6 pin 5/6 & 15/16 A socket outlet and 15/16 A piano type switch, connections. painting etc. as required.
469Supplying and fixing following rating, double pole, 240 V, isolator in the existing MCB DB complete with connections, testing and commissioning etc as required.
470Supplying and fixing brass batten/ angle holder including connection etc.asreqd.
471S/F 3 pin 5 Amp. Ceiling rose on the existing junction box /wooden block includingconnection as per reqd.
472S/F following piano type switch/socket on the existing switch box cover includingconnection etc as per reqd.
4735/6 amps switch
474Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required.
47575 mm X 75 mm X 60 mm deep
476100 mm X 100 mm X 60 mm deep
477150 mm X 75 mm X 60 mm deep
478150 mm X 150 mm X 60 mm deep
479Supplying and fixing following rating, double pole, (single phase and neutral), 240 V, residual current circuit breaker (RCCB), having a sensitivity current 30 mA in the existing MCB DB complete with connections, testing and commissioning etc. as required.
480a) 40 Amps
481b) 63 Amps
482SCADA
483Supply,Installation,Testing & Commissioning (SITC) of centralized SCADA Monitoring center equipment
484Design, Manufacture, Supply, Installation, Testing and Commissioning of Indoor type PLC Panel of size approx. 1200 mm X 800 mm X 2000mm (LBH) , Fabricated out of min. 2 mm thick CRCA sheet complete with latest configuration, necessary programming software for PLC & SCADA and comprising of all accessories not limited to the following:- Programmable Logic Controller (PLC) with Dual Hot Redundant CPU, Power supply, Communication Module, IO & Processor rack (Standard DC), Back up Interface/Expansion Module, Rack (Backplane) 10 slots for IO and Processor. SCADA software shall have facility VPN, OPC, Smart Client, Web Enabled, Automation Report Generation, Archiving, Treands, Data Logging, etc
48524 Port Manageable Switch
486Supply, Installation, Testing, Intgeration & Commissioning of 46\" LCD monitor at Conf. Room for display of total water system (Online)
487Providing, installation, testing and commissioning of ONLINE UPS SYSTEM, 3 Phase 415 V, 50 Hz with 2 hour backup SMF battery bank as per specification
488Surveillance 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.
489SITC of GPRS gateway PLC based along with necessary software and hardware, Controls 50 nos. SLC, 140-270Vac, CE/FCC certified communication module, Battery backup up to 24 hours, On-board 2 nos. current (4-20mA), and 2 nos. antilog voltage channel(1-10V), On-board RS485 Modbus interfaceThree Phase
490Telephone Accessories (WG-TW/TA) Supplying and installing, testing & commissioning of digital (hybrid) type EPABX of 6 x 24 extensions suitable upto 96 extensions complete.
491Quad-band GSM/GPRS modem with Ethernet bridge/ router/ serial server (RS232/485) interface.
492Supply , Installation, Testing and Comissioning of ISO certified company made Window type Air conditioners as per BEE star rating complete with copper power cable upto 3 Mtr, wirelessRemote, suitable for working between 180-260V with low & high voltage cutoff and 50 hz ,1 phase AC supply capable of performing, cooling, dehumidification, air circulation R-32/R-410 /R407 Green Refrigerant with Scroll / rotary compressor with min 5 year OEM warranty both compressor and PCB,complete with fixing including T&P & labour etc as required complete in all respect as specified of following capacity. NABL accredeated as per IS/ISO/IEC 17025 standards / CPRI/ ERDA lab testing reports as per IS 1391(Part-1) 2017 with OEM certificate must submitted to engineer in charge. All as per pre approved by Engineer in charge.
493Supply, Installation, Testing and Commissioning of Microprocessor based inteligent, Analogue addressable fire alarm panel with CPU redredundancy & min 640 charactor/ 6\" touch screen display , shall have UL 10th edition / EN54 VDS approved certification, modular,expandable networkable loop Fire Alarm Control Panel with each loop capacity of min 125 detectors per loop with total of 250 detectors & devices with Loop length up to 1.5 KM. Minimum 5000 history event facility . Panel shall be Compatible for Seamless integration with PA system and both system should be of the same make. The panel shall have 230 + 5 % volts power supply, Automatic battery charger 24V, sealed lead acid maintanence free battries sufficient for 24 hours normal working and then be capable of operating the system for 30 minutes during emergency condtion. Loop interface cards, communication module, inbuilt networking port (both RS485 & Ethernet),Serial port for printer, two supervisory inputs,two position key switch and USB port for programming. including the cost of all accessories,connecting wires,fixing arrangement, Labour, T&P etc. as required complete in all respect. All as per pre approved by Engineer in charge.
494Ultrasonic level transmitterDesigning, 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 betterEnclosure- IP 67Mounting - On PLC panel
495Electromagnetic Flow Transmitter:- Supply, install and commission Electromagnetic Flow Meter (ENF) AS Per ISO 4064, for Raw/Pure water with accuiracy +/-0.5% of measured value & protection as per given specifications for size 100 mm- 1000mm including sensor, transmotter surge arrestor, cable suitable size for 25 mtrs built in GSM ( with Simcard and its charges, valid for 36 months) including 36 months guarantee etc complete, as may be required at site & based on technical specifications 200 mm Nominal Diameter Flowmeter
496Pressure Transmitter atoutlet line :- 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 mAPower supply - 24V DC ext.Display - 4\" LEDAccuracy - +/- 0.1 % of full scale or betterEnclosure- IP 67
497Pressure Guages atoutlet 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)
498Instrumentation cable(2 pair x1sq.mm):-Designing, Supplying, Installing, commissioning & testing with Terminating & Interfacing of 2 Pair x 1 sq.mm as per IS 694 copper Shielded twisted, multistranded armoured cable on wall in GI tray or on ground.
499Cable Trays:-Designing, Supplying, Installing Bending, Cutting Perforated GI tray 80 x 20 mm x3 mm thk for laying of cable etc.
500PLC Panel -Designing, Supplying, Installing, commissioning & testing of PLC Panel. Including PLC with CPU & Power supply unit, power supplyb cables interfacing cards, interfacing cables, wireless modules with 25% extra quantity of all accessories.
501PLC based control monitoring and communication software -Designing, Supplying, Installing, commissioning & testing of PLC based control monitoring and communicationsoftware as per IEC 61131 at Raw water Jackwell / Sump suitable for monitoring and control of Raw water Pumps, Pressure Transmitters, Level Transmitter, Flow Transmitter complete.
502SCADA 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
503Developing/programming charges to install the software as per logic defined by the dept.
504Open Channel Flow Transmitter for measurement of flow with totalizer:- Design, Supply, Installation, Testing & calibration of open channel type ultrasonic flow transmitter CE marked with following technical parameters at Raw Water channel and Interfacing with PLC panel including mounting arrangement.Range- 0 - 5 mtrs Output-4-2o mAPower Supply - 24V DC ext. Display - 4\" LEDAccuracy - +/- 0.25% of Full Scale or better Enclosure- IP68
505Providing, installation, testing and commissioning of Level Switch (Conductivity) Conductivity Probes, Probe insulation: Teflon, Probe head protection class: IP 65 of IS 13947 Part I, Probe head housing material: Aluminium Rigid for lengths of up to 3 Mtr.
506pH AnalyserDesign, 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
507Turbidity AnalyserDesign, 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 NTUSupply Voltage : 230 V ac, Output : 4 - 20 mA
508Residual chlorine analyserDesign, Supply, Installation,Testing of Residual chlorine analyser / meter must have automatic sensor cleaning facility at pure water sump and Interfacing with PLC panel. Residual Chlorine meter shall comprises of 3 components i.e. sensors,flow through assembly and transmitter with indicator and gives 2 outputs one to Local display & other to PLC including Mounting arrangement. Overall Range : 0 - 8 mg/l (ppm), Accuracy : 2% of full scaleSupply Voltage : 230 V ac, Output : 4 - 20 mA, Membrane free sensor of 2 gold plated electrodes for long term stability and reference electrode (ag/Agcl) must be provided to avoid maintenance. IP 65 Nema 4 housing protection class requird.
509Providing, installation, testing and commissioning of UPS, 3Phase 415 V, 50 Hz with 60 min back up Ni+Cd battery bank 20 KVA
510Electromagnetic flowmeter with flow transmitter and Totalizer -Size-100 MM
511EMP
512Ambient Air Quality Monitoring- For parameters PM-2.5 & PM-10, SO2, NO2, CO from NABL approved laboratory and submission of report complete in all respect.
513Ambient Noise Quality Monitoring - To Identify sources of noise, Noise due to traffic/transportation of vehicles, Noise due to heavy equipment operations, Duration and variations in noise over time etc. the equivalent noise levels shall be monitored (Lday and Lnight in Leq dBA) from NABL approved laboratory and submission of report complete in all respect
514Surface Water Monitoring– Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual: PH, TDS, Electrical Conductivity (EC), Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, Dissolved Oxygen (DO), sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminium, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.
515Surface Water Monitoring Collecting representative sample and Bacteriological Parameter testing of water from NABL approved laboratory as per CPHEEO manual: Total coliforms, faecal coliforms
516Drinking Water Monitoring– Collecting representative sample and Physical & Chemical testing of Parameter from NABL approved laboratory as per CPHEEO manual: PH, TDS, Electrical Conductivity (EC), Taste & Odour, turbidity, magnesium, Total hardness, total alkalinity, chloride, Dissolved Oxygen (DO), sulphate, nitrate, fluoride, Calcium, Iron, Pesticide, Manganese, Cooper, Aluminium, Residual Chlorine, Zinc, phenolic compound, Arsenic, Cadmium, Chromium, cyanides, lead, selenium, Mercury.
517Drinking Water Monitoring Collecting representative sample and Bacteriological Parameter testing of water from NABL approved laboratory as per CPHEEO manual: Total coliforms, faecal coliforms
518Tree plantation in Water Treatment Tlant Premises
5191)Polyalthia (Polyalthia Longifolia)
5202)Indian Date (Phoenix sylvestris)
5213) Conifer (Pinophyta)
522TOTAL CARRIAGE
523Sand
524Aggregate
525Cement
526Bricks
527OPERATION & MAINTENANCE
528Carrying out operation & maintenance of work for a period of 5 years including cost of all supervisory sraff, materials, chemicals, equipment, 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,Comprehensivemaintenance 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).
529Operation and Maintenance for 1st Year
530Operation and Maintenance for 2nd Year
531Operation and Maintenance for 3rd Year
532Operation and Maintenance for 4th Year
533Operation and Maintenance for 5th Year

AI Tender Summary

OUR REF NO 39329753
AUTHORITY Government Departments
TENDER VALUE 73.31 Crore
LAST DATE 25-09-2023
Authority
Authority Name Urban Development Department
Work Description Tender For Mahagama Urban Water Supply Scheme With 5 Years Of Operation & Maintenance
Basic Detail
Tender No JUIDCO/NIT/Mahagama/UWSS/2023 /565
Bidding Type Tender
Location
City mahagama
State Jharkhand
Key Dates
Publish Date 25 Aug 2023
Submission Date 25 Sep 2023
Open Date 26 Sep 2023
Finance
Tender Value 73.31 Crore
Tender Fee 25000
EMD 73.35 Lakhs
Exemption Not Available
Document List
3b7f39ec-2af0-4a8a-aa75-e42d33a3a826.html
BOQ_100532.xls
MahagamaDrawings.pdf
SBDMahagama.pdf
Tendernotice_1.pdf

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Tender Timeline

Aug 25, 2023
11:30 IST

Tender Published

Tender notice published.

Completed
Sep 25, 2023
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Sep 26, 2023

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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html

3b7f39ec-2af0-4a8a-aa75-e42d33a3a826.html

xls

BOQ_100532.xls

pdf

MahagamaDrawings.pdf

pdf

SBDMahagama.pdf

pdf

Tendernotice_1.pdf

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