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| Sl. No. | Item Description |
| 1 | Design, Manufacture, Supply, Installation, Testing & Commissioning of horizontal centrifugal Pumping unit. The pumping unit shall have the following specifications: -A. PUMP: -Discharge = 5.00 Cusec, Dynamic Head = 50 Mtr.Speed = 1500 Synchrous Type of pump = Centrifugal Split casing.NPSH Available = 4.5 MtrsMATERIAL OF CONSTRUCTION:Impeller = Bronze grade LTB2Impeller Nut = Stainless Steel ASTM 351/CF-8MCasing lines/Wearing Ring= Bronze grade V of IS: 318Impeller Shaft = Stainless Steel AISI 410Stuffing Box = Cast IronGland = Bronze grade V of IS: 318Fasteners = High tensile SteelShaft Sleeve = Bronze grade LTB2Pump Casing = Close fine-grained Cast-Iron conforming to IS:210 grade FG200B. MOTOR: -Type = Three phase, squirrel Cage, Electric Induction Motor Rating = 180 HP Speed = 1500 (Synchronised). Operating Voltage = 415 + 10 % Volt Frequency = 50 + 3 Hz Class of insulation = F Type of Duty = Continuous Type of enclosure = TEFC.The pumping unit shall be complete with Mild Steel Base Frame, fabricated as per IS 2062, requisite number of Foundation Bolts.Third party inspection certificate through the reputed/ registered third party inspection agency (EIL/CEIL/RITES) shall have to be produced at the time of supply of Pumping unit. |
| 2 | Fabrication, providing, installation and testing of 400 mm Nominal Diameter 6.3 mm thick mild steel pipes (910 meter) for Rising Main as per the following technical specifications:S.No Details Requirement1. Nominal Diameter = 400 mm 2. Thickness = 6.3 mm3. Length of each pipe = 3-6 Mtrs. 4. Type of welding = EFW (Spiral welded).5. Quality of Mild steel to be used for manufacture of pipes = As per BIS-226Or BIS-2026.6. Pipe to be manufactured as per BIS-3589-1981Maximum circumferential joints in each pipe length = 2-3.The pipes shall be painted with two coats of anticorrosive metal primer and black bituminous paint. The installation shall be carried out in accordance with IS 10804.The Job includes Fabrication, providing and fitting of 400 mm Mild steel flap valve to be fitted to the Main Rising main pipe line. The flap valve shall be fabricated out of Mild steel plate and shall be of the following specifications: Thickness of body of flap valve = 8mm Flange thickness = 18 mmThickness of flap plate = 20 mm Length of valve from upper side= 300 mmLength of flap valve from lower side = 350 mmThe flap valve shall be fitted with Mild steel ring all along the periphery on which the flap plate shall rest. A suitable heavy duty Mild steel hinges shall be fitted on the top of the valve. The flap valve shall be painted with one coat of steel primer& two coats of bituminous paint. The job also includes providing and fitting of nuts and bolts and rubber insertion cloth washers etc.Third party inspection certificate through the reputed/ registered third party inspection agency (EIL/CEIL/RITES) shall have to be produced at the time of supply of Pipes |
| 3 | Fabrication, providing and fitting of 400 mm ND Mild steel pipe expansion joint with longitudinal elongation upto 100 mm and nominal length of approximate 1000 mm fabricated out of 10 mm M.S plate duly rolled in perfect circular shape and turned to proper size. The job includes providing and fitting of matching MS flanges of nominal dia. 400 mm to the rising main on both ends of joint. The flanged joints shall be made leak proof by way of insertion of rubber insertion cloth of superior quality and of suitable thickness The specifications are as under: -NO.I- Socket :-- The socket shall be fabricated out of MS plate of 10 mm thickness and ND as 400 mm, 425 mm and 450 mm, each piece 150 mm long duly welded with each other. The 425 mm central piece shall be turned and finished to proper size to accommodate the spigot with its easy movement of to and fro during expansion and contraction.NO.II- Spigot:- The spigot shall be fabricated out of 10 mm thick MS plate duly rolled in perfectly having approx. length of 500 mm. This piece shall be turned to accurate size on the lathe machine to give easy movement during operation.NO.III- Gland - The gland shall be fabricated out of 10 mm MS plate having approx. length of 150 mm duly turned to mover over the spigot to make the packing material tight to avoid leakage. The dismantling Expansion joint is to be fitted on pipe. It shall be painted with onecoat of Red Oxide Metal Primer followed by two coats of Black Bituminous paint. The job also includes providing and fitting of 4 no. flanges, M.S fasteners, RI Cloth Washers/ Rubber Gaskets, etc.The job comprises of providing, fitting and installation of 100 mm dia.C.I Air release valve with fittings and Heavy duty Multifunctional wratchet plier set. The Job further involves Supply, Installation, testing and commissioning of outdoor CCTV camera 4G/5G sim, 5MP dual lens, 66 weather proof, motion detection two way audio colured night vision, SD card support up to 1 TB, Pan and tilt Zoom Solar operated with two year recharge subscription with cloud storage of reputed make.(02 No) |
| 4 | Supply installation testing and commissioning of Reflux valve 400mm dia ISI marked PN 1.6 generally conforming to manufacturing as per IS-5312 Part-1 of 2004 with latest amendments and flange connections as per IS 1538/BIS 4504.Disc: Ductile Iron Plug: Brass Surface Protection: Electro static epoxy powder coating.Fitting material: -The job also includes providing and fitting of nuts-and-bolts washers etc. for fitment of reflux valve. The reflux valve shall be painted with two coats of red oxide steel primmer and with two coats of black Japan bitumen paint.The job includes fabrication of By-pass arrangement for 400 mm dia NRV as under: -i) Creating holes of 50 mm using gas cutter.ii) Providing and fitting of 50 mm dia steel pipe heavy class of required length along with 02 nos. of elbows and 01 No. Union of 50 mm dia.iii) Providing and fitting of 01 no. SS ball valve 50 mm of reputed make.Manufactures test certificate shall be provided with the Reflux Valve.The job comprises of Providing of following tools of ISI mark.1. Heavy duty grease gun.(5 Kg) 02 No. 2. Hydraulic Bearing Puller 02 No.3.Hydraulic Crimping tool (10 to 50mm) 02 No |
| 5 | Manufacture, providing and installation of delivery manifold fabricated out of Mild steel pipes of 300mm and 400mm. The delivery manifold shall be strictly manufactured as per drawings. The job also includes providing and fitting of nuts and bolts and rubber insertion cloth washers etc. The job also includes painting of the manifold in one coat of steel primer.Material involving for manufacture of material:-a). 300mm dia. 6mm thick Mild steel pipe = 06 Mtrs.b). Mild steel flanges having 18mm thickness of 300mm dia. = As per requirement & drawing approximately 6 Nos.c). 400mm dia. Mild steel pipe having 6mm thickness = 3 Mtrs. |
| 6 | Supply installation testing and commissioning of DI Reflux valve 300 mm dia. ISI marked PN 1.6 generally conforming to manufacturing as per IS-5312 Part-1 of 2004 with latest amendments and flange connections as per IS 1538/BIS 4504.Body: Ductile Iron Bonnet: Ductile IronDisc: Ductile Iron Plug: Brass Surface Protection: Electro static epoxy powder coating.The job includes fabrication of By-pass arrangement for 300 mm dia. NRV as under: -i) Creating holes of 50 mm using gas cutter.ii) Providing and fitting of 50 mm dia. steel pipe heavy class of required length along with 02 nos. of elbows and 01 No. Union of size 50 mm dia.iii) Providing and fitting of 01 no. SS ball valve 50 mm of reputed make.The job comprises of providing of BSC 4 Stroke 212 CC HPT Pump with 7.5 HP Petrol engine with all accessories and mountings.The job also includes providing of submersible 2 HP priming pump as standby unit with 40 mm dia.flexible delivery pipe 100 mtrs. and necessary fixtures and fittings.Manufactures test certificate shall be provided with the Reflux valve. |
| 7 | Manufacture, Fabrication, providing and fitting of 300mm dia. Mild steel pipe slip on joint fabricated out of 20mm M.S plate duly rolled in perfect circular and turned to proper size. The job comprises of two No. tail pieces and two No. slipon flanges. The specifications are as under:- NO.I-Tail Piece:- The number I pipe piece shall be welded with the two number flange on both sides at an axis of 90 degree and welded in two layers. The welding joint should be smooth, flaw less and continuous.NO.II- Tail Piece:- The number II tail piece shall be flanged on one side and turned on lathe machine to the side of inner dia. of the flange.NO.III- Slipon Flange:- One number guide flange of 28mm thick shall be finished to both sides to accommodate rubber insertion cloth washer from the front side and rubber seal from the back side to make the joint leak proof. The flange No.II shall be welded and fitted on turned piece to press the sealing material to make the slip on joint leak proof and to make front and back easiness to the joint for dismantling and refitting. The specifications of the flange are as under:-a). Thickness of flange =28mm b) Inner dia. of flange =400mmc.) Outer dia. of flange =600mm d). P.C.D of flange =500mm.The pipe slipon joint shall be painted with two coats of steel primer. The job also includes providing and fitting of nuts-and-bolts RI cloth washers etc.The job comprises of Fabrication, providing, installation and fitting of Mild steel Trash Guard to be fitted to intake channel. The trash Guard shall be fitted on cement concrete walls of the intake channel. The size of the trash rack shall be 2.10x2.10 mts and shall be in the form of gratings. The frame of the trash guard shall be fabricated out of Mild steel channel of size ISMC-100 and a stiffener of M.S angle Iron of size 50x50x6mm shall have to be fitted in between the trash Guard for its additional strength. The frame shall be fitted with Mild Steel Flat Iron strips of size 50x6mm welded vertically at a spacing of 2 inch from centre to centre. The steel work shall be applied with one coat of steel primer. |
| 8 | Fabrication, providing, installation and testing of 300 mm Nominal Diameter 5.6 mm thick ERW ISI-mark mild steel pipes for suction piping of 02 no pumps as per the following technical specifications:S.No Details Requirement1) Nominal Diameter = 300 mm 2) Thickness = 5.6 mm3) Length of the pipe = 10 mtr,Pipe shall be in single random length from 4 to 7 meter as per Clause 12.4 of IS 3589 4) Type of welding = ERW 5) Quality of MS plate to be used for manufacture = As per IS 2062 6) Pipe to be manufactured = As per IS 3589 having one longitudinal joint with latest amendments (Grade-Fe410) 7) Hydraulic test pressure = As per 10.1 of IS 3589 8) Working pressure = `14.27 kgf/cm2 9) End preparation = As per 17.1 of IS 3589 where V-groove is to be made by machine-grinding edges of the pipe10) Type of welding to be used for joining pipes = DC arc welding (11) Tolerances = As per clause 12.3 of IS:3589Job includes fabrication & installation of 300 mm dia. Mild steel long radius easy bend fabricated out of the supplied pipe. The pipes shall be fitted with M.S plate flanges 18 mm thick and washers, fasteners for end connections and on the foot valve end, totalling 08 nos. per suction pipe. The pipes shall be painted with two coats of anticorrosive bitumastic paint |
| 9 | Manufacturing, providing and installation of 300 mm dia. X (PO) mm dia. and 400 mm long concentric increaser fabricated out of 8 mm thick Mild steel plate duly flanged on both sides. The increaser is to be fitted on the delivery side of pumping equipment. The specifications of M.S flange on Reduced and enlarged side of increaser shall be as under: -a). Reduced side flange: --(02 No, one number spare matching flange.)i. Material = Mild steel ii. Nominal dia. = (PO) mm as per pump outlet iii. Thickness = 14 mmb). Enlarged side flange: --(02 No, one number spare matching flange.)i. Material = Mild steel ii. Nominal dia. = 400 mm (Rising main dia.) iii Thickness = 14 mmThe job includes providing and fitting of nuts-and-bolts washers etc. and painting in one coat of steel primer followed by 02 coats of bituminous paint.i) Note: PO = Pump Delivery dia |
| 10 | Manufacturing, providing and installation of 300mm dia. x (PI) mm dia. and 400mm long eccentric reducer fabricated out of 6.3 mm thick Mild steel plate duly flanged on both sides. The reducer is to be fitted on the suction side of pumping equipment. The specifications of M.S flange on Reduced and enlarged side of increaser shall be as under: -a). Reduced side flange: -(02 No, one number spare matching flange.)i. Material = Mild steel ii. Nominal dia. = (PI) mm as per pump inlet iii. Thickness = 14 mmb). Enlarged side flange: -(02 No, one number spare matching flange.)i. Material = Mild steel ii. Nominal dia. = 300mm iii, Thickness = 14 mmThe job includes providing and fitting of nuts-and-bolts washers etc. and painting in one coat of steel primer followed by 02 coats of paint.Note: PI = Pump Suction dia |
| 11 | Fabrication, providing, installation and testing of 300 mm Nominal Diameter 5.6 mm thick mild steel pipes for delivery piping of 02 no. pumps with long radious bends as per the following technical specifications:S.No Details Requirement:1 Nominal Diameter = 300 mm 2 Thickness = 5.6 mm3 Length of the pipe = 10 meters. 4 Type of welding = EFW The job includes providing and fitting of MS Flanges 06 Numbers, SS nuts, bolts of required number and size with rubber insertion cloth washers etc. The job also includes painting of the Complete structure by two coat of steel primer and two coats of blue paint |
| 12 | Fabrication, Providing & installation of M.S foot valve 300mm dia. fabricated out of M.S plate 6mm thick and flanged at the top end with 16 mm thick M.S flange. The foot valve shall have single window system having 18mm thick weight plate fitted with leather washer. The foot valve shall be fitted with strainer of adequate dimensions fabricated out of M.S bars of 12mm square. The job includes fitting material and painting of foot valve with one coat of steel primer |
| 13 | Providing fitting, installation and testing of 2 H.P priming pump set of size 80mmx65mm at LIS Hef Lonepora for priming of 2 Number horizontal type pumping equipments installed at site. The priming pump set shall be of reputed ISI mark preferable make Crompton /Kirloskar. The priming pump shall be Monoblock type mounted on channel Iron common base frame. The capacity of the pumping equipment shall be as per requirement at site and the prime mover rating shall be of 2 HP. The speed of the pumping equipment shall be 1460/1480 RPM (Max.) The job includes providing/fitting of all accessories as per requirement at site as mentioned below:-a). M.S suction pipe of 65mm dia. = 15’.0 (approximate)b). G.I delivery pipe of 50mm dia. = 50’.0c). G.M gate valve /ball valve of 50mm dia. = 5 Nos.d). C.I foot valve of 50mm dia. = 3 No.e). G.I bends, elbows, sockets, flanges, nipples= as per site requirement.f). 7/20 PVC copper conductor = 90 mtrs.g). Direct on line starter 3Hp capacityThe electrical operative devices are to be mounted on a panel board fabricated out of M.S Angle 40x40x5mm fitted with Ply sheets of required thickness & covered with Asbestos top. The panel board is to be grouted properly. The power cable/ PVC wire is to be carried through PVC conduit / Channel.Manufactures test certificate shall be provided with the Priming pumps |
| 14 | Manufacture, Supply, Installation and commissioning and testing at site 300 KVA Capacity Copper wound voltage stabilizer. The stabilizer shall be manually operated, oil cooled suitable for working on 3 phases 50± HZ AC voltage. The core shall be contained in a rectangular container made out of 3mm thick Mild Steel plate. The container shall be spray painted in two coats of steel primer both inside and outside and with two coats of super enamel paint of grey shade outside the container. The box shall be provided with suitable cooling pipes/fins to dissipate the heat generated. Lifting hooks of proper size for lifting stabilizer shall be provided on the top of the tank. The container of the stabilizer shall be mounted on wheels for easy shifting/positioning as and when required.Copper Strips of suitable size shall be used for winding and fibre glass insulating material shall be used for insulating of copper wire. The core of the stabilizer shall be fabricated out of CRNGO cut to the specified shape and size and then tightened securely. The stabilizer shall have suitable insulated lugs of appropriate size of cable connection.The indicating glass of the transformer oil shall also be provided on the stabilizer body.Specifications.Voltage Range = Input = 240-460 volts. Output = 415±voltsTape Changer = Manually operated balance type changer of 6 tapings with tape position Indicator. Tape No: - 1 =Step down by not more than 50 volts. Tape No: - 2 = line voltage.Tape No: - 3-6 =These tapes shall be used to increase voltage in the range of 240-460 volts to 400-415volts The stabilizer shall be provided with a free-standing type control panel made out of sheet metal dust and vermin proof internally wired having following accessories.a). Two number voltmeter 96 mm square Digital type 0-500 volts, of l &t/Rishab /equivalent make one each on incoming and outgoing circuits. The voltmeter shall be with phase selection option.b). A set of indicating lamps for 3 phase complete with fusing both in primary and secondary side of the transformer.c). Red and green lamps for OFF/On display.The stabilizer shall be filled with fresh transformer oil up to the required/recommended levels and providing, fitting and installation of 150 sq.mm copper cable (100mtrs).All the accessories and meters shall confirm to relevant ISI standards. The voltage stabilizer shall be tested on full load. Manufactures test certificate shall be provided with the Voltage Stabilizers |
| 15 | Providing, installation and testing at site 250 HP capacity fully automatic auto transformer starter. The starter shall comprise of fitment of the following equipment and accessories.a). Main contactor assembly of L&T/Telemechnique /ABB make having capacity of 630-800Amp. b). Delta contactor assembly of L&T/ Telemechnique/ABB make having a capacity of 400-550 Amp.c). Auto transformer contactor assembly of L&T/Telemechnique/Havells having a range of 200-325 Amp.d). Thermal overload relays of MN series of suitable Capacity e). Double vacuum timer assembly having time range of 0-60/sec. Barat Batlar Hamar make.f). Single phase preventer of L&T make/Minilac make for above capacity starter.g). Auxiliary fuse units of suitable ampere range.h). Electrolytic copper bus bar strips of suitable size of duly tinned air insulated mounted on suitable size backlit insulators.i). Three no. current transformer coils with a range of 0-50 Amp. Of L&T/AE make fitted in each bus bar strips connected to 96x96mm square. Flush type amp. Meter of AE/L&T make fitted on the door of the housing. Each phase shall indicate the amp range by having one number selector actuator fitted.j). One number voltmeter of AE/L&T make 0-500 volts with one selector suitable for cut showing voltage in each phase.k). On/Off push button actuator of red and green colors of 5A-415 volts 50 HZ suitable for cut out, dia. of 30mm.l). Complete internal wiring of the control panel for operating of the equipment the starter by using adequate capacity of single strand copper wire of standard make. The wiring shall be provided with plastic washers for identification of each wire at various joints. The wiring shall have to complete properly.m). Housing for all the equipment fabricated out of 16 SWG sheet having size of 750mm width x 1500mm height x 410mm depth and shall be fabricated with a hinged door at the front which shall have a proper locking arrangement. The housing shall be provided with a base frame fabricated out of 75mm ISMC welded/bolted to the housing at the bottom.Manufactures test certificate shall be provided with the Starters. |
| 16 | Providing, Supply, Laying and Fitting of XLPE insulated 1.1KV 1-core 240 sq mm and 180 sq.mm (375 mtrs each) un-armoured Aluminium cable covered with suitable PVC/ rubber sleeves for cabling of electrical equipment. The job includes crimping of the terminal ends of the conductor with hydraulic tool and providing and fitting of corresponding lugs. The conductor shall be of reputed make preferably Grand lays/ Havells/ Polycab/ equivalent and shall be as per relevant IS specifications.Manufactures test certificate shall be provided with the cable |
| 17 | Providing and Laying of Dual chemical earthing to the below mentioned equipments by way of Drilling of Bores (4No) for housing 7'x40mm thick Chemical Earthing rods preceded by filling the bore with the chemical for conductivity. The job involves providing and fixing of GI strip which shall be of size 25x6mm laid from the connecting points on the electrical equipment upto a common point and then further to earthing rods. All the electrical equipment shall be connected to the main strip by means of proper bolting arrangements. The quantity of strip required for the station shall beas per site requirement. The equipment which shall be earthed at site are given as under400 Amps. LT panel = 1 No. 250 HP FASD starters = 2 Nos.250 KVA capacity copper wound voltage stabilizer = 2 Nos.180 HPsq. cage Induction motors = 2 Nos. |
| 18 | Providing, installation, testing and commissioning of 400 Amp, 3 phase LT Motor control panel indoor type, totally enclosed dust and vermin free, internally wired. Body to be fabricated out of 14-gauge (2mm) sheets duly alkalized and painted with enamel paint (Powder Coated). The LT panel shall comprise of the following and should operate on 3-phase AC supply 415+10%. INCOMING FEEDER: -One no. incoming feeder consisting of TPN air insulated 400A Al.Bus-bar arrangement. The incoming feeder shall house one no. 4-Pole MCCB [L&T C-Power/ Siemens/Schneider Make] 400A, 50 KA breaking capacity with thermal magnetic release, manual draw out type. The front of the panel shall have the following flush type meters mounted on it: • 01 No. digital Ammeter,96 mm2size of 0-800Arange (Rishabh/ AE/ equivalent) with 4way selector switch (Teknic/ equivalent).• 01 set of three indicating neon bulbs.• The panel shall be channel mounted and cable glands to be provided.• 01 no. digital Voltmeter, 96 mm2 size, 0-500 V range (Rishabh/ equivalent make) with 4-way selector switch (Teknic/ equivalent).• Frequency meter and hour-meter• CTs of adequate range for Ammeter /Kw-Hr Meter and frequency meter.• Complete control wiring for protection releaseOUT GOING FEEDER:02 No. outgoing feeders, each outgoing feeder shall house the following;3P 415V 400A, 50 KA breaking capacity MCCB with thermal magnetic release. – 01no. [L&T/Siemens/Schneider Make]Air insulated Aluminum Bus Bar arrangement of suitable rating. The front of the panel shall have the following flush type meters mounted on it.• 01 No Ammeter, 96mm2 size, 0-400 A range Rishabh make with 4-way selector switch (Teknic/ equivalent).• 01 Set of three indicating neon bulbs.• 01 No. Voltmeter, 96mm2size, 0–500-volt range AE make with 4-way selector switch, (Teknic/ equivalent).• CTs of adequate range for Ammeter.• Complete control wiring for protection releaseAUXILIARY FEEDER:01 No., Auxiliary compartment shall have 01 No. MCCB of 100A capacity, 4–Pole, 36 KA(L&T/ Havells/Siemens make) and Aluminum bus bar arrangement of adequate rating for Priming pump and other auxiliary requirements of the pump house. The LT Panel shall also be provided with 02 No. Earthling terminals, lifting hooks and arrangement for incoming and outgoing cables.The job includes providing, fitting, testing and commissioning of 2 KVA Servo Stabilizer.(02 No`s) and 5 KVA Servo Stabilizer.(01 No`s) with all requirements.Manufactures test certificate shall be provided with the Panel |
| 19 | Manufacture, supply, installation and testing on load 03 Ton capacity overhead Monorail traveling crane in side pump House . The job compromises of the following processes and involvement of material etc.SPECFICATIONS: - a). Capacity........................... 3 Tonb). centre to centre diameter of offset forming span ................. 2400 mmc). Length of runway ............. 2400mmd). Height of Shoulder from pump house floor ............................ 3300mme).Length of bridge girder ….. 2400mmDetails of manufacture of crane: -The girder of runway is to be fabricated out of ISMB-250. The length of each runway Girder shall be 2400mm.The two ends of the runway Girders shall rests on the vertical supports. The run way girders shall have to align properly and its jointing shall be done with the welding and providing and fitting of Mild steel plate from the both sides. The job also includes grinding of the welded spots also. Traveling Monorail Hoist: - The traveling Monorail Hoist shall have to be mounted on the lower flange of steel I beam of size ISMB-200 as the main bridge Girder. The both ends of the main bridge Girder shall rest on end carriage fabricated out of two number mild steel channels of size ISMC-100 x 50mm and 750mm long on each side provided with traveling wheels along with suitable reduction gear mechanism, line shaft with plumber blocks and to be operated by endless chain of 5 meters lift.Movement: -The wheels of the end carriage shall travel on 25mm square bars Mild steel bars which are to be welded to the run way girders. The traveling monorail shall have to be provided with separate mechanical equipment for transversal and vertical travel of the load when operated from pump house floor through endless chains. The gantry as a whole shall be able to move conveniently with load from one place to another place and mechanism shall consist of gear train monorail of 3 Ton capacity having two wheels on either side of lower flange of the main bridge girder. The monorail shall have to be provided and fitted with chain pulley block of 3Ton capacity of super gear type having 6 meters lift. The job also includes providing and fitting of 18mm size steel rope core tested along with U clamps etc.The job comprises of providing of 0.5 ton chain pulley block of reputed make.Make of GEAR TRAIN MONORIAL AND CHAIN PULLEY: The gear monorail and chain pulley shall be PULL LIFT/ Indef/Globe make and all other accessories shall as per ISI standards The girders of bridge as well as main girder shall be painted with one coat of steel primer and with two coats of yellow shade.However, the dimensions may increase or decrease depending upon site conditions |
| 20 | a) Fabrication, providing and fitting of rectangular working platform out of ISMB 200 to be erected on the sump to form the rectangular rigid frame structure 9 m x 2 m as per drawing. ISMB 200: - = 35 mtrsThe ISMB-200 main girder shall be welded together through the bracings/stiffeners of the dsame material at 6 spots of 2 mtr length each .The job includes Providing and fitting of M.S. chequered plate 6 mm thick to the rectangular ISMB frame of size 9x2 mtr with necessary bracings out of ISA 50x50x6(20 mtrs). The job includes the formation of suitable opening with hinges at the requisite spots for installation of suction pipes. The steel work shall be applied with a coat of approved steel primer.b)Fabrication, providing, fitting and installation of 2-ton capacity sump gantry. The job comprises of the following specifications process of fabrication and involvement of material: -1). Vertical supports: -Fabrication, providing and installation of gantry vertical supports (two Nos.) to be fabricated out of Mild steel angle Iron of size 50x50x6mm the posts shall have to be fabricated as per drawing. The vertical posts shall be fabricated in four pieces of angle iron having 6.5 Mtrs effective Height and its strengthening /bracing by horizontal members to be placed after every 3’.0 and diagonal members as per requirement out of same angle section as used with the vertical members the size of the angle Iron post shall be 20”x20” at the bottom and 12”x12” at the top. The vertical angle iron posts shall be provided and welded with Mild steel plate having 8mm thickness welded at the bottom and top duly drilled with suitable diameter holes. The Bottom portion of the vertical support shall be embedded into the cement concrete block of suitable size to be laid in the ratio of 1;2;4.(2 cum). The posts thus fabricated shall be erected at the two sides of the sump gantry.2). Gantry Beam: -Providing and fitting of main I beam (Horizontal) of size ISMB-250 having total length of 11 Mtrs shall also be fitted with Mild steel plate of the same size i.e., 12”x12”,8 mm thick, with nuts and bolts and welding as well. The job also includes providing and fitting of nuts and bolts for fixing of plates of the horizontal beam and vertical posts plates to make detachable arrangement.3)Monorail and chain pulley block: -Providing and fitting of 2-ton capacity travelling trolley manorial of spur gear type and 2-ton capacity chain pulley block having 6mtrs and 18 mm steel rope (30 mtr) with U clamps. Lift. The chain pulley block and the travelling trolley shall be of medium duty |
| 21 | Supply of following tools of Taparia make1. D spanner of size (6mm to 46mm) 01 set.2. Ring Spanner of size (6mm to 46mm) 01 set.3. Hammer 1.5 kg,2 kg 02 No. each4. Pipe wrench 18 inch, 24 inch. 02 No. each.5. Heavy duty Screw driver Set(Combine) 02 sets.6. Plier 03 No.7. Crimping Dyes 8 mm to 40 mm 01 set.8. Hand Grinder 4 inch with cutting, polishing 02 set each. and brushing Discs9. Vernier Caliper digital and Wire guage. 02 No.each.10.Aluminium ladder telescopic type 15 02 No.11.Re threading tool kit(6 mm to 30 mm 02 set 12.The job comprises of providing of G.I Box of size 450x300x250 mm along with locking arrangement/lock |
| 22 | Electrification of pump house and premises as under:A) Providing, fixing, and testing of 50 Watt LED Flood Lights:Havells/ Wipro/ Phillips/Equivalent make. Including all requirements, controls, Conduits, wiring of required length and size as per site requirement, channels, etc .1. Providing, fixing, and testing of 50 Watt LED Flood Lights inside pump house on 4 walls. 06 No.2. Providing, fixing, and testing of 50 Watt LED Flood Lightson suction side mounted on wall. 02 No.3. Providing, fixing, and testing of 50 Watt LED Flood Lightsin side premises on 100mm dia. Ms pole of height 6 mtrs. 06 No.4. Providing, fixing, and testing of 12-Watt LED lamps inside operator/wash room. 08 No.5. Providing, fixing, and testing of Heating points with all accessories. 2 pts.6. Providing, fitting, and testing of 1200 mm ceiling fan of \\"Havells/Crompton\\" or equivalent make in the operator room with all requirements. 02 No.7. Wire for connecting flood lights 4 sq.mm of required length and size as per site requirement.8. Providing, fitting, and testing of 450 mm Exhaust fan(03 Nos) of \\"Havells/Crompton\\" or equalent make. B) Providing, fitting, testing and Commissioning of Inverter of reputed make of following specifications:. 1 Inverter capacity ≤ 1000 VA 2 Battery 12 V,220 Ah of Exide/Amron 01 N0.Inverter fitting with all requirements and accessories controls, wiring etc: 1 12 watt LED inside pump house 02 N0.2 12 watt LED along road and approach 03 N0.3 12 watt LED inside operators room/Wash room 03 N0.C) The job includes providing and fitting of Signboards: Fabrication, providing and fitting of Sign board to be fabricated out of MS Angle Iron ISA 30x30x5mmof size 1800x600 mm duly covered with flicks sheets with computer letter writing as per format (04 No)D) Providing of following accessories for watch and ward staff,1. Utensils complete set (05kgs) including pressure cooker (Prestige make) 02 nos. 5 Litre capacity each.2. Gas stove (2-burner) along with double gas connection filled and rubber hose3. Matting 12mm thermocol 12’x12’ and excel matting 12’x12’ 01No.each4. Single Beddings – 02 sets. (including Quilt, mattress, bed sheet, Pillow, blankets)5. Heavy duty plastic chairs 08 nos. Including table 02 nos. (Nilkamal/ Supreme/ Samruddhi) 6.Providing and laying at site of high voltage synthetic insulating mats (03 No)as floor covering around electro/mechanical for safe guarding life and limb of workmen due to possible leakage of current and short circuiting. The mats shall have the following characteristics/technical specifications: i) Confirming to IS -15652-2006 with latest amendments if any ii) Thickness- 12mm iii) Size---4x6 feet (02 No)7)Supply of Fire extinguisher ABC powder type (stored pressure) of 4 kg capacity(04 N0) with following feature i).Operating temperature 0 to 55 degrees with MAP powder complete in all respects suitable for ll types of fires particularly electrical fires.i) Wall hook and discharge pipe shall be supplied along with cylinder.8)Fabrication & providing of MS operator sleeping / retiring bed by way of cutting and electric arc welding of mild steel angle ISA-50x6 with following specifications:Height of bed=2.0rft Width of bed=6rft Length of bed=8rft box type Intermediate horizontal supporting fabricated out of ISA-50x6. Job includes fixing of fitting of 6’ X 8’ ply board (19 mm Thick ) to bed and applying of two coats of steel primer. |
| 23 | Providing, Installation, Testing And Commissioning of oil immersed naturally air cooled (TYPE ONAN) , Outdoor type, three phase, 50 Hz , 11KV/440V-250V step down distribution transformer copper Wound of 250 KVA Level-2 capacity confirming to IS-1180 at Lift Irrigation Scheme Heff Lonepora. The transformer shall be provided with all necessary accessories like Breather, Horn gap, Lifting Lug, And suitable name plate duly embossed/Engraved.The H.T transformer shall be manufactured /supplied incompliance with latest relevant IEC/IEEE/IS Standards. The technical specifications of the H. T. Transformer shall be as under.Standard :IS-1180 (Part-1) : 2014Type : Outdoor, Oil Cooled, 3 Phase & NeutralEnergy Efficiency Level : 2KVA Rating : 250 KVARated VoltageH.V. : 11000 VoltsL.V : 415 +-10%Volt.Frequency : 50 HZType of cooling : Naturally air cooledPrimary Winding Conductor : DPC CopperSecondary Winding Conductor : DPC CopperThe HT transformer shall be of reputed make from an ISO certified company as per relevant standards and a Test Certificate shall be provided before installation |
| 24 | P/Erection of 11 Mtr long M S Tubular poles (410 - SP 33). The job also includes painting of poles in silver color over priming coat, grouting of poles in CC blocks of (1:2:4) mix and earthing of poles by GI Pipe 40 mm 3 mtr long through GI Strip 25x3 mm. SITC of V-Cross arms along with top bracket, pole Clamps and nut & Bolts |
| 25 | Providing and fitting of polymer type insulators including all fittings |
| 26 | P/F of guy wire with insulator and anchor, complete in all respects |
| 27 | Fabrication of rectangular transformer bed out of ISMC 100(400 kg) .The structure shall provided with internal support of same material/channel at a distance of 300mm from each other and shall be provided with centrally supports by ISA 50x6 mm with four supports as per drawing. The job includes providing of vertical Supports (02 No) fabricated out of 150 mm 4.5 mm thick MS Pipe of length 10 feet out of which 5 feet shall be grouted in CC blocks of (1:2:4) mix and two number supports of the bed shall be taken as two number existing HT poles. The job also includes fabrication of ladder and fencing of bed Structure. The job involves painting of the structure in silver color over priming coat |
| 28 | P/F of 8’ long ISMC 75 channels with nuts and bolts for fitment of link set, D/O set & lightening arrestor set etc. The job also includes painting of poles in silver colour over priming coat ( 06 for GO switch, 02 for DO set and 02 for LA set) |
| 29 | P/F 3 phase 11 KVA heavy duty ( G.O. Switch ) complete with links and lever operated mechanism, nuts and bolts and in all complete respects |
| 30 | P/F 3 phase 11 KVA heavy duty drop out fuse set |
| 31 | P/F of 9 KV, 10 KA lightening arrestor set ( Station type ) |
| 32 | Providing, laying, stringing and binding of conductor ACSR 0.05 |
| 33 | Providing and fixing of D Clamps with nuts and all accessories in all respects |
| 34 | Providing and fitting of ant climbing devices with danger plates on poles |
| 35 | P/F of 630 amps. 4 – pole MCCB having breaking capacity of 50 ka of L& T, Havel’s make for outdoor use. The MCCB shall be enclosed in sheet metal casing of appropriate thickness and c/w all fixtures |
| 36 | Complete earthing of substation using suitable size and thickness Gi strip, baby insulators and GI plates ( 01 No for transformer body, 01 No for neutral and 01 No for LA set) |
| 37 | SITC OF 11 KV HT METER CT AND PT OPERATED BY WAY OF:(i)11kV Pilfer resistant metering cubicle for 3phase 4 wire metering system made of MS Sheet steel thickness not less than 2mm duly power coat painted suitable for indoor as well as outdoor as per the site requirement. The cubicle shall be painted through 7-tank process. The External dimensions should be adequate. Panel having two compartments upper Meter compartment and lower CT/PT compartment. Provided with synthetic or semi synthetic gasket firmly glued to the surface, Dust, weather and Vermin proof and shall comply degree of protection IP 65 both the chambers having one sided hinged door arrangements. The metering panel shall be provided with two No G.I channels of size 100 x 50 mm on the front and rear sides duly welded and 4 No of lifting hooks. It should be possible to take meter reading manually, through CMRI and computer without opening the LV chamber door.(ii) Single Phase, Single core, single ratio, Epoxy resin Cast Current Transformers suitable for 11kV, copper wound primary type with rated burden 5VA and accuracy class 0.5 or better and conforming to IS2705 (part-I & II) amended upto date. ISF shall be upto 5The CT ratio shall be as under:i. 20/5 for 250kVA DT(iii)11kV/ 110 V, Three phase epoxy resin cast PT with rated burden 15VA per phase and accuracy class 0.5 or better and conforming to IS:3156 (part-I&II) amended upto date with proper color coded identification. PTs shall be of uniform insulating and withstand separate source 23kV pf for one minute.(iv)Bus Bar details:CTs bus bar:- 40x6 mm copper strip or adequate size PTs bus bar: Copper wire 8 SWG or 30x0.6mm copper flat strip to connect PT terminal or adequate size duly insulated by the mono plast tape(v)PVC Copper wire flexible multi-strand of required size for secondary connections for CT wiring the minimum wire size shall be 4 mm² (RYB) and for PT wiring minimum wire size shall be 2.5 mm² (RYB).(vi)Copper Lugs preferably ring type duly crimped for termination of wires and tapes(vii)Grounding bus of minimum 40mm copper, 25cm long fixed to the unit in HV chamber. The CTs, PT meter and 11kV Cable sheath shall be grounded to the bus through grounding wire (green) of min size 10mm²(viii)3Ph3 Wire HT CT/PT operated Fully static Smart Tri-Vector Energy meters DLMS Compliant Category 'C' with RS 232 port for modem compatibility. 11kV/110V, Ph-Ph (3P,3W) meters for measurement of different electrical parameters including Active Energy (kWh/ MWh), Reactive Energy (kVArh/MVArh), Apparent Energy (kVAh/ MVAh) etc.(ix)Independent flexible PVC pipes for CT wiring and PT wiring of appropriate size from HT compartment to meter compartment(x)Pedestal made out of G.I Channel of size 75 x 40 mm or angle iron of size (65 x 65 x 5) mm, duly painted as per site requirement for mounting of metering panel including concrete foundation wherever required including cost of nuts and bolts(xi)3 Core 11 kV Aluminum cable XLPE armored 35 mm² including cost of clamp for its fixing where ever required.(xii)Cable termination kits suitable for 3 x 35 mm² XLPE Cable (Indoor/Outdoor)(xiii) Earthing by way of 40 mm 2.5 mtr long GI Pipe. Job includes, excavation, enhancement material and Main Hole Chamber (500x450x600)mm with frame and cover. The panel us to be The job includes providing of cement concrete foundation for panel |
| 38 | Earth work in bulk excavation by mechanical means (hydraulic excavator) over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 m2 on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-Charge. All kinds of soil :Footings,Foundation beam,Sump,Trench Septic Tank |
| 39 | Filling available excavated earth (excluding rock) in trenches, plinth, sides offoundations etc. in layers not exceeding 20 cm in depth, consolidating each depositedlayer by ramming and watering, lead upto 50 m and lift upto 1.5 m. |
| 40 | Dewatering during execution |
| 41 | Providing & laying stone soling in level excluding supply of stonesStone Soling Footing,Pump House Plinth filling,Operator Room Plinth ,sump |
| 42 | 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 nommal sizeFooting,Pump House,Operator Room,sump |
| 43 | 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 nommal sizePlinth,Concrete bed for Horizontal Pump |
| 44 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3(1 cement 1.5 coarse sand 3 graded stone aggregate 20 mm nommal size Footings,Plinth Beam,Sump,Sump Bed |
| 45 | Reinforced cement concrete work in walls (any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts upto floor five level including curing but excluding cost of centering shuttering, finishing and reinforcement. 1:1.5:3(1 cement 1.5 coarse sand 3 graded stone aggregate 20 mm nommal size |
| 46 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto & above plinth level TMT bars of Fe 500 D or more |
| 47 | Brick work with common burnt clay (non-modular) bricks of class designation 7.5 in Superstructure above plinth level upto floor five level in cement mortar 1:6 ( 1 cement : 6 coarse sand ) and curing complete in |
| 48 | Centering and shuttering including strutting, propping etc. and removal of form for:i)Foundations, footings, bases of columns etc. for mass concrete. |
| 49 | ii) Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 50 | iii) Suspended floors, roofs, landings, balconies and access platforms |
| 51 | iv)Lintel, beams, plinth beams, girders, bressumers and cantilevers |
| 52 | v)Columns, pillars, piers, abutments, posts and struts |
| 53 | Providing wood work in frames of doors, windows, clerestory, windows and other frames wrought framed and fixed in position: First Class Kail Wood |
| 54 | Providing and fixing panelled or panelled and glazed shutters for doors, windows and clerestory windows fixing with butt hinges of required size with necessary screws, excluding panelling which will be paid for separately, all complete as per direction of Engineer-in-charge. (First class kail wood 35 mm) |
| 55 | Providing and fixing panelling or panelling and glazing in panelled or panelled and glazed shutters for doors, windows and clerestory windows (Area of opening for panel inserts excluding portion inside grooves or rebates to be measured). Panelling for panelled or panelled and glazed shutters 25 mm to 40 mm thick.i) Decorative ply wood both side decorative veneer (type 1) conforming to IS 1328 BWR type |
| 56 | ii) 4 mm thick glass pane (weighing not less than 10 kg/sqm) |
| 57 | iii) Fly proof stainless steel grade 304 wire gauge with 0.5 mm dia wire and 1.4 mm wide aperture with matching wood beading |
| 58 | Providing and fixing aluminum tower bolts ISI marked 100 mm x 10 mm |
| 59 | Providing and fixing aluminum tower bolts ISI marked 150 mm x 10 mm |
| 60 | Providing and fixing aluminum handles ISI marked 100 mm |
| 61 | Providing and fixing aluminum handles ISI marked 150 mm |
| 62 | Cement concrete flooring 1:2:4 (1cement: 2 coarse sand: 4 graded stone aggregate) finished with a floating coat of neat cement including cement slurry and curing complete, but excluding the cost of nosing of steps etc. complete. 40mm thick with 20 mm nominal size stone aggregate. |
| 63 | 15mm Cement plaster on the rough side of single or half brick wall of mix 1 : 6 ( 1 cement : 6 fine sand) |
| 64 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade on New work (two or more coats) over and including priming coat with water thinnable cement primer |
| 65 | Painting with synthetic enamel paint of approved brand and to give an even shade. Two or more coats on new work over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 66 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and jointed together at the end by end locks, mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete, including the cost of providing and fixing necessary 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength confirming to IS:4454 part-1 and M.S. top cover of required thickness for rolling shutters.80x1.25 mm M.S. laths with 1.25 mm thick top cover |
| 67 | Supply of Nallah Stones |
| 68 | Carriage of materials by MTSand avg lead of 30 km |
| 69 | Aggregate avg lead of 10 km |
| 70 | Stone Boulder avg 10 km |
| 71 | Cement avg lead of 20 km |
| 72 | Steel avg lead of 20km |
| 73 | Provision for internal and external sanitary installations, water supply, and electrification including construction of Septic Tank and Soak Pit and steel covering and stair for sump complete in all respects. And binding wire etc. |
| 74 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 75 | Providing and Laying stone soling in level including supply of stones |
| 76 | 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 nommal size |
| 77 | Providing and laying in position specified grade of reinforced cement concrete including curing but excluding the cost of centering, shuttering, finishing and reinforcement. All works upto plinth level 1:1.5:3(1 cement 1.5 coarse sand 3 graded stone aggregate 20 mm nommal size |
| 78 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing inposition and binding all complete upto & above plinth level TMT bars of Fe 500 D or more |
| 79 | Centering and shuttering including strutting, propping etc. and removal of form for:i)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 80 | Carriage of materials by MTSand avg lead of 30 km |
| 81 | Aggregate avg lead of 10 km item No. 3 |
| 82 | Aggregate avg lead of 10 km item no. 4 |
| 83 | Stone Boulder avg 10 km |
| 84 | Cement avg lead of 20 km |
| 85 | Steel avg lead of 20km |
| 86 | Head Load 100m Boulder |
| 87 | Head Load 100m sand |
| 88 | Head Load 100m stone agg 20mm |
| 89 | Head Load 100m stone agg 40mm |
| 90 | Head Load 100m cement |
| 91 | Head Load 100m steel |
| 92 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 93 | Providing & laying stone soling in level excluding supply of stones |
| 94 | 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 nommal size |
| 95 | 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 nommal size |
| 96 | Centering and shuttering including strutting, propping etc. and removal of form for:i)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 97 | Supply of Nallah Stones Qty vide itemno. 2 |
| 98 | Carriage of materials by Mech.TransportSand avg lead of 30 km |
| 99 | Carriage of materials by Mech.TransportAggregate avg lead of 10 km item no. 3 |
| 100 | Carriage of materials by Mech.TransportAggregate avg lead of 10 km item no. 4 |
| 101 | Stone Boulder avg 10 km |
| 102 | Cement avg lead of 20 km |
| 103 | Earth work in excavation by manual means in trenches for foundations, drains, pipes, cables etc. (not exceeding 1.5 min width) and for shafts, wells, cesspits and the like not exceeding 10 sqm on plan, including dressing of sides and ramming of bottoms lift upto 1.5 m, including getting out excavated earth and disposal of surplus excavated earth as directed: |
| 104 | Laying stone soling in level excluding supply of stones |
| 105 | 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 nommal size |
| 106 | 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 nommal si |
| 107 | Centering and shuttering including strutting, propping etc. and removal of form for:i)Walls (any thickness) including attached pilasters, buttresses, plinth and string courses etc. |
| 108 | Supply of Nallah StonesQty vide item no. 2 |
| 109 | Carriage of materials by MT Sand avg lead of 30 km |
| 110 | Aggregate avg lead of 10 km item No.3 |
| 111 | Aggregate avg lead of 10 km item No.4 |
| 112 | Stone Boulder avg 10 km |
| 113 | Cement avg lead of 20 km |
| 114 | Earth work in excavation by mechanical (Hydraulic excavator) means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including disposal of excavated earth lead upto 50 meters and lift upto 1.5 m, as directed by Engineer-in-charge. All kinds of soils. |
| 115 | Dumping/ Supply of Stones of required size incl cost of stones |
| 116 | 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 40mm nommal size |
| 117 | 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 20mm nommal size |
| 118 | Centering and shuttering including strutting and propping etc and removal of form work for Foundations, footings, bases of columns etc. for mass concrete. |
| 119 | Carriage of Materials by MTi) Sand avg 30 Km from Kakapora by MT |
| 120 | ii) 20 mm Agg avg 10 kms from Lassipora by MT |
| 121 | iii) 40 mm Agg avg 10 kms from Lassipora by MT |
| 122 | iv) Cement avg 20 kms by MT |
| 123 | v) Stone Boulder Nallah avg 10 Km by MT Please Enable Macros to View BoQ information |
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