Ladpur Ring Road Phase 1 Water Supply Scheme including confirmatory survey design testing and commissioning on item rate contact basis including supply of all materials labor and T and P etc complete

Amount

Civil Work Construction of RCC overhead tank 400 KL capacity on 25 m Staging pure Conical elivated type (as per Archtechural design and drawing) including geotechnical investigation(soil testing) structural design and drawing vetted from reputed institute like I.I.T. Roorkee or equivalent & accordingly design and supply of labour, material, T&P testing Complete. The earthquake resistant design must be in conformity with IS:456, IS:3370,IS:1893, IS:13932 & IS:13920 (latest versions) etc. Water retaining portion i.e. container of O.H.T. will be constructed in M-30 design mix concrete or as per latest guidelines of BIS. The work also include.

Supplying & fixing of Electronics, water level indicator confirming to latest specifications & as per direction of engineer I/C

Supplying & fixing of lighting conductor arrangements including earthing as per latest I.S. code.

Supplying & fixing of 1 Nos. inlet of 200mm dia, 1 no.outlet one of 250mm dia , washout of dia 150mm and over flow of dia 200mm of D.I.D/F (Class K-9) pipes and their DI sluice valves as per relevent IS code, duck foot bends on sutaible R.C.C. column based on raft foundation as per direction of Engineer- in- charge other special etc. including supply of all materials, necessarily required for jointing and erecting. The limits of pipe fixing shall be from dome of the tank to one meter outside the apron of the tank. Overflow pipe shall be vertical type at required position or otherwise specified. Also, construction of 3 Nos. inlet-1 No. outlet - 1 No. washout/over flow chambers and their R.C.C. covers as per departmental type design. Complete in all respect as per the satisfaction of Engineer-in-charge.

Filling the tank as many times as required with water and testing for water tightness and making it water tight, water for testing the tank shall be arranged by the contractor.

Supplying & Painting the outlet inlet, washout and over flow pipe with one coat of oxide primer (Asian, Berger, Nerolac etc.) and two coats of paint of approved quality (Asian, Berger, Nerolac etc.) and shade.

Supplying & Painting the entire tank with three coats of (including base coat) exterior weather coat Apex or equivalent of Asian, Berger, Nerolac etc. of approved quality and shade as per direction of the Engineer-In-charges.

Supplying & Filling of earth, ramming and watering the earth upto the plinth level which will be about 1.00 M above from natural ground level for construction floor & projecting one meter form the tank columns and 1 M wide apron with suitable drain. Floor shall be 40mm thick P.C.C. 1:2:4 over 80 mm thick P.C.C. 1:4:8 at floor of the tank with suitable glass strips. 230 mm thick masonary walls in 1:6 cement sand mortar requires to raise ground level to plinth level including all materials etc.

Dismantling / Removal of interlocking paver block in roads/ shoulders for pipeline trenches , valve chambers, thrust blocks etc. manually including stacking serviceable material and disposal of unserviceable material with all lead and lift and as per specifications and direction of Engineer incharge

Demolishing cement concrete roads for pipeline trenches / for valve chambers manually or by mechanical means including disposal of excavated materials upto disposal site including loading and unloading with all lead and lift and as per direction of Engineer in charge.

Dismantling manually/ by mechanical means including stacking of serviceable material and disposal of unserviceable material within 50 metres lead as per direction of Engineer-in-charge Bituminous road

Excavation in soil mixed with single bouldres etc. requireing the use of specials T&P, if any , for pipe line trenches/ foundation including lift up to 1.5M and lead up to 30M with back filling, waterring and ramming of excavated the earth in to the trenches'

Providing of all material, carting from site store to site of work , lowering into trenches with true alingment, laying and jointing of full length S&S Centrifugally Cast (spun) Ductile Iron pipe including supply of " EPDM " rubber gasket confirming to IS : 5382-1985 with testing of pipe line complete

100 mm dia DI Pipe S&S class K7

150 mm dia DI Pipe S&S class K7

200 mm dia DI Pipe S&S class K7

200 mm dia DI Pipe S&S class K9

100 mm dia CI Pipe Tyton Joint (Providing by Department FOC)

Providing of all materials, Carting from site store to site of work, Laying & Jointing of 80 mm dia G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class 'B')

Providing and laying D.I. specials of class K-12 suitable for push-on jointing as per IS: 9523-2000 Upto 600 mm dia

Providing and Laying of D.I. Specials of class K-12 suitable for mechanical jointing as per IS: 9523- 2000 Upto 600 mm dia

Disinfecting C.I./D.I. water mains by flushing with water containing bleaching powder @ 0.5 gms per litre of water and cleaning the same with fresh water, operation to be repeated three times including getting the sample of water from the disinfected main tested in the municipal laboratory.

100 mm dia

150 mm dia

200 mm dia

Providing and fixing C.I. sluice valves (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :

80 mm dia

80 mm dia (Valve provide by UJN FOC)

100 mm dia

100 mm dia (Valve provide by UJN FOC)

150 mm dia

150 mm dia (Valve provide by UJN FOC)

200 mm dia

Providing and fixing 80 mm dia class II C.I. double acting air valve of approved quality with bolts, nuts, rubber insertions etc. complete (The tail pieces, tapers etc if required will be paid separately) :

Providing and fixing 80 mm dia (class II) Fire Hydrant (with cap) complete with bolts, nuts, rubber insertions etc. (the tail pieces if required will be paid separately) :

Supply of all materials, labour T&P etc. and construct following valve chambers with a floating coat of neat cement complete as per standard design : With F.P.S. bricks

Sluice Valve chambers

Air Valve chambers

Fire Hydrent Valve chambers

Supply, delivery and fixing of brand new Bulk Water Meter (Woltmann type cold water meter) of approved make having facility to incorporate RF based wireless remote transreceivers for automatic meter reading. The water meters shall be with removable mechanism, magnetic drive, dry dial, hermetically sealed register, class B type, manufacutured in accordance with ISO-4064 standards or equivalent and approved by the Engineer . The meter body shall be flanged end for connection and the bolt hole drilling shall be as per IS 1538. The meter body shall be cast iron as per IS 210 Gr FG260 and shall be coated with a high quality fusion bonded powder coating inside and outside the meter body. The meters shall be equipped with a suitable strainer for longer life of the meter. The meters performance specifications shall be EEC/ISO-4064 Class-B performance. Accuracy shall be in accordance with ISO & EEC class B. The meter shall be suitable to work at working pressure of 10 Bar & temperature of 45oC. The meter shall be preequipped for SCADA and suitable communication including CI Sluice valve IVC/ IVI / KBL / R & D / Kejriwal make as per IS 14846 with latest amendments for Control and cost of specials(puddle flanges, flanged tail piece, Dismantling joint and flanges & necessary reducer and enlargers to fix the Bulk Water Meters) and jointing materials complete with all lead and lift and as per detailed specifications and as directed by the Engineer Incharge.

200 mm dia PN 1.0 Bulk water Meter with Sluice valve for 200 mm pipe

Supply of all material, labour T&P etc. and provide Nala and Culvert crossing by Pipe line.

Providing, House Service Connection (Single service connection) from Ductile Iron distribution main to property limit, including supply and fixing of brass ferrule conforming to IS:2692 , clamp saddle of non-corrosive Engineering Plastic (Polyethylene) body moulded with Stainless steel threaded metal insert for tapping outlet. The stirrup metal plate shall be duly embedded in the plastic body, except at the place of nut-bolt lugs. Threading size and dimensions shall conform to IS: 554. The design of the saddle body should be such that, the service connection outlet metal insert shall project out towards pipe side and align with the hole drilled on the pipe to ensure positive locking against rocking or creeping on the pipe, as might be caused by vibration, pressure or excessive external loading. Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved).Saddle straps shall be made of Engineering plastic (Polyethylene of PE 100 Grade). Saddle Seal shall be of virgin rubber SBR Grade 30 / NBR (NSF 61 approved). It shall be of type pressure activated hydro-mechanical design. It shall

be contoured gasket to provide a positive initial seal, which increases with increase in the line pressure. Gasket shall be gridded mat, with tapered ends, with the outlet section having ring contacting the saddle body multiple rings contacting the pipe, preferably with a Stainless steel reinforcing ring insert moulded to prevent expansion under pressure. Stainless Steel Type 304, NC rolled thread, Tightening torque for ½” (M12) nut-bolt: 14g.m and for 5/8” (M 16) nut-bolt: 21-23 kg.m. Drilling the DI pipeline shall be through the chain and rachet mechanism and the drill hole shall be perpendicular to the axis of the DI pipeline, including supplying and laying GI (M) pipe as per IS 1239, upto the property limit of both sides of road including supplying and fixing all specials T&P etc and GI plug-in for closure of ends/GI Pipe with union (heavy duty class) to joint with existing connectiion.

including cutting of road surface, earthwork, refilling and restoration of cut road surfaces with 100mm thick PCC M15(1:2:4) complete in all respect including connecting new house service pipeline to existing/new legal house connection after commissioning the distribution pipeline as per the drawing and as directed by the Engineer-incharge.

100,150,200mm DI Pipex20mm setup-Domestic

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering - -All work upto plinth level 1:4:8 (1 Cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size. For Cement Concrete Pavment:

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work upto plinth level 1:1.5:3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20 mm nominal size) For Cement Concrete Pavment:

Providing and laying in position cement concrete of specified grade excluding the cost of centring and shuttering All work upto plinth level 1:2:4 (1 Cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size. For Cement Concrete Pavment:

Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth with lead upto 50 metres.

Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density

63 mm to 45 mm size stone aggregate

53 mm to 22.4 mm size stone aggregate

Providing and applying tack coat using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : On bituminous surface @ 0.35 Kg I sqm

Surface dressing one coat on old/new surface with bitumen of specified grade at the rate of 1.22 kg/ sqm of surface area with 1.10 cum of stone chippings 11.2 mm nominal size per 100 sqm of road surface, including consolidation with road roller of 6 to 8 tonne capacity etc. complete : Using bitumen emulsion (minimum 50% bitumen content- RS grade conforming to IS : 8887)

Providing and laying 20 mm compacted thick premix carpet surfacing with 3 cum of stone chippings 10 mm nominal size per 100 Sqm and bitumen emulsion (medium setting minimum 65% bitumen content) complying with IS 8887-1995 or any latest amendment using 96 kg per Cum of chippings of road surface including consolidation with road roller 6 to 10 tonne capacity etc. including the cost of labours, materials, tools and plants and any other item required for the completeness of work in all respect with all lead and lift as per MoRTH specification and as directed by Engineer-in-Charge.

Providing and laying seal coat (Type B) of premixed fine aggregate (Passing 2.36 mm and retained on 160 micron sieve) 0.06 Cum of fine aggregates (passing through 2.36 mm sieve and retained on 180 micron sieve) per 10 Sqm including cleaning and brushing the road surface and premixed with bitumen emulsion at 6.8 kg per 10 Sqm spreading and rolling by PRR 8-10 tons including cost of all materials, labour, fuel, brushing materials and hire charges of all machinery or any other item require for the completeness of in all respect with all lead and lift complete as per MoRTH specification and as directed by the Engineer-in Charge.

Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. 50 to 100 mm average compacted thickness with bitumen of grade VG-30 @ 5% (percentage by weight of total mix) and lime filler @ 2% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity.

Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. 40/50 mm compacted thickness with bitumen of grade VG-10 @ 5.5% (percentage by weight of total mix) and lime filler @ 5% (percentage by weight of Aggregate) prepared in Batch Type Hot Mix Plant of 100-120 TPH capacity

Disposal of building rubbish / malba / similar unserviceable, dismantled or waste materials by mechanical means, including loading, transporting, unloading to approved municipal dumping ground or as approved by Engineer-in-charge, beyond 50 m initial lead, for all leads including all lifts involved

Random rubble masonry with hard stone in foundation and plinth including levelling up with cement concrete 1:6:12 (1 cement : 6 coarse sand : 12 graded stone aggregate 20 mm nominal size) upto plinth level with : Cement mortar 1:6 (1 cement : 6 coarse sand)

Providing and laying 60 mm thick factory made cement concrete interlocking paver block of M-30 grade made by block making machine with strong vibratory compaction and of approved size and design / shape laid in required colour and pattern over and including 50 mm thick compacted bed of coarse sand , filling the joints with fine sand etc. all complete including all lead and lift and as directed by the Engineer-in-Charge .

With available serviceable interlocking paver block.

With new interlocking paver block (60mm thick), M.30.

Repair of leakage/ broken and Interlinking of folling dia existing pipe line / house connection including cutting of pipe. fixing of D.I.D/joints&also excavation of earth including supply of all materials , labour T&P etc.complete of work.

15 to 25mm G.I. Pipe

32 to 50mm G.I. Pipe

65 to 80 mm G.I. Pipe

100 to 150 mm G.I. Pipe

90 to 110 mm PVC Pipe

First class brick work in 1:6 cement and local sand including supply of all material, labour, T&P etc. complete. (IN FOUNDATION & PLINTH)

First class brick work in 1:6 cement and coarse sand including supply of all material, labour, T&P etc. in super structure.

Supplying and filling in plinth with Jamuna sand under floors including, watering, ramming consolidating and dressing complete.

12 mm thick PC plaster in 1:6 cement and local sand mortar including supply of all labour material, T&P etc. all complete

15 mm thick cement plaster in cement mortar 1:6 on Rough face of brick wall including supply of all material , labour and T&P etc.

RCC 1:1.5:3 with cement, coarse sand and 20 mm gauge stone ballast in lintals, beams, sunshades door and window sills, bed plates including supply of reinforcement and its bending but including its fixing and binding the same with 5 mm thick binding wire

Same as above but for Column and slab

Reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete. Reinforcement for R.c.c work Using Thermo-mechanically treated bars (density of steel 78.5q percum)

Centring and shuttering including strutting,ropping etc. and removal of form for

Foundations, footings, bases of columns, etc. for mass concrete.

Columns up to plinth level , Pillars, Piers, Abutments, Posts and Struts.

Lintels, beams, plinth beams, girders, bressumers and cantilevers.

Steel work welded in built up section/framed work including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works.

Providing and fixing ISI marked flush door shutters conforming to IS :2202 (Part I) decorative type, core of block board construction with frame of 1st class hard wood and well matched teak 3 ply veneering with vertical grains or cross bands and face veneers on both faces of shutters 35 mm thick including ISI marked Stainless Steel butt hinges with necessary screws.

Providing & fixing glass panes with putty and glazing clips in steel doors, windows, clerestory windows, all complete with 5.5 mm thick glass panes.

Painting or warnishing new iron work or wood work with one coat of primer & two coats of approved quality synthetic enamel paint or varnish including. Supply of all material, labour T&P etc. required for proper completion of work.

Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade (New work (two or more coats) over and including priming coat with cement primer)

Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineer-in-Charge, in skirting, risers of steps and dados, over 12 mm thick bed of cement mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm, including pointing in white cement mixed with pigment of matching shade complete.

Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade of the slab including rubbing and polishing complete with base of cement mortar 1 : 4 (1 cement : 4 coarse sand) : 25 mm thick

Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming( Girder ISMB) coat of approved steel primer all complete.

Fencing with angle iron post placed at required distance embedded incement concrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with 01/05/2012 - 1horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately) :- Payment to be made per metre cost of total length of barbed wire used.With G.I. barbed wire corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire 9.38 kg per 100 m (minimum) between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately):- Payment to be made per metre cost of total length of barbed wire used. With G.I. barbed wire.

Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete

Providing and fixing on wall face unplasticised Rigid 110 mm dia PVC rain water pipes conforming to IS : 13592 Type A including jointingand clamping in all respect.

Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement. 20 mm cement plaster (top of chajja)

Part B Mechanical Work Transportation of Rig Machine, Air compressor O.P unit camp equipages, connected T&P & necessary material required for drilling up to site of work, including loading, unloading etc. complete.

Erection and Leveling of Rig Machine at site of work

Dismantling of Rig Machine & Clearance of site after satisfactory completion of work.

Drilling of borehole from GL to 150 mtr. BGL

Supply & Lowering of TW assembly as below-

300 mm dia MS ERW fincut 7.9 mm thick Plain pipe

300 mm dia MS ERW fincut 7.9 mm thick Slotted pipe

Supply and fixing of 300 mm dia, 8 mm thick tubewell cap.

Supply and fixing of 300 mm dia M.S.D.I housing clamp and girder.

300 mm dia Bail plug with nut & U- bolt as required.

Supply and shrouding of Pea gravel

Development of tubewell by 350 PSI/1100 CFM Air compressor.

Development of tubewell by the suitable capacity O.P unit.

Geohydrological survey of site.

Chemical & bacteriological testing of water sample

SITC of Submersible pump-set of discharge 1300 lpm, 150 mt head with suitable motor to operate on 415±10% Volts, 3 Phase, 50 C/S A.C. supply complete.(one no.as spare)

Wall mounting Starter cum panel suitable for above submersible motor.

P.W. & Earthing Materials -

25 Sq mm PVC insulated 3- core submersible cable.

Main Incomer MCCB-200A with MCCB enclosure box.

Jointing material such as lugs, tapes etc.

Double loop earthing of all electrical equipments. (as per I.E.Rules)

Main Piping & Valves : comprising of 150 mm dia MS column pipe assembly, CI DF sluice valve, Reflux valve,pipes & specials complete

Gauges -100 mm dial pressure gauge with control cock and fittings of range 0-10 kg/cm2

Supply of tools

Supply of chain pulley block of 5 ton capacity 4.5 mt lift complete.

Supply of rubber resistance sheet of size 1 m × 2 m × 0.025 m.

Supply of Chlorinator Dozer pumps ,Capacity: 8 lph,6 kg/cm² pressure.

Acessories of above pump set as following

Injector and NRV with PVC pipes etc.

200 Ltr.Capacity PVC tank.

Starter cum panel

Single phase automatic stabilizer

Chlorine testing kit

Supply of Sodium hypo-chloride (Naocl) solution.

Painting of entire installation with 2 coats of super enamel paint.

Intelligent GSM based remote terminal units/PLC with Analog & Digital Paramenter and features as specified to store and transmit data on GSM backbone.RTU/PLC designed with logic to transfer data at multiple stations and also compatible to satellite communication.

GSM Based wireless Communication system capable to transfer and gathered data from site to existing MCS including all accessories

Intelligent Energy meters

Isolation transformer (440v to step down 220v) for protection of RTU/PLC & instruments from high voltage and low voltage)

Auto phase reversal unit for auto phase corrector. (40-100 H.P.Motor)

Pressure transmitter

Electronic flow meter up to 150 mm size

Valve actuators (150 mm size)

Actuator panels.

Hard wired timer circuit for actuators

Level sensor for OHT/Sump (capacitance type)

Signal cabling between RTU's and field instruments 2 pair ×1.5 PVC coated flexible screens cable.

Control cable between RTU & field instruments

4 C x 1.5 sq mm PVC Coated flexible unscreened cable.

10 C x 1.5 sq mm PVC Coated flexible unscreened cable.

Power cable for 3 ph actuators 4 c x 2.5 sq mm. cu power cable.

Conduit Pipe 1" (PVC)

Conduit Pipe 1.5" (PVC)

Accessories like AC relays,DC flexible & pipe,lugs etc.

Customization of software & Integration with existing SCADA Station

Erection, Commissioning & Customization of i- RTU/ PLC & software.

Erection,Testing. commissioning & Integration with SCADA Station.

Flow Meter with clamps & complete accessories.

Actuators

Pressure sensor

depth / level sensor

Operation, running & maintenance of pumping plants for a period of 06 months