Directorate Of Municipal Administration-DMA has published Providing Erecting Electric Actuator Valve 500 Mm Dia At Khandvi Pumphouse. Submission Date for this Tender is 11-06-2020. Actuator Tenders in Osmanabad Maharashtra. Bidders can get complete Tender details and download the document.
| Name of Work:- Providing, erecting electric actuator Valve 500 mm dia at Khandvi Pumphouse | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Item No.1: Providing, erecting electric Valve actuators totally enclosed, weather-proof and dust proof construction with IP-67, protection class suitable for stallation in any position without lubrication, leakage or other operational difficulty with special grease filled gear box and hand wheel for emergency manual operation which will automatically dis-engage on restoration of power to motor and with 10 watt single phase space heater and continuous local mechanical position indicator and individually replaceable counter gear assembly and with two torque and four limit switches with S.S. flap and operated with gear driven cams and of rating 250 Volt, 5 Amp, AC/DC, torque switch dial and with TEFC squirrel cage induction motor working on 440 Volts +/- 10%, 3 phase, 50 Hz AC of intermittent duty rating S-2, insulation class "F" and temp rise restricted to class "B" with IP - 67 protection class suitable for DOL starting and with three thermostat and 30% over load margin. The torque rating of reduction gear box shall be atleast 1.5 times max. torque required for opening and closing of valve with integral starter for ON & OFF operation Electric Valve Actuator for non rising spindle type sluice valve, PN 1 & PN 1.6 rating For Valve Size\n500mm | BI01010001010000000000000515BI0100001113 | 1 | No |
| 2 | 2 | Item NO.2: Providing and supplying at site of ductile iron / spheroidal graphite (S.G.) iron D/F non-rising spindle resil-ient seated glandless sluice valves with handwheel &without bypass arrangement. Valves in accordance with BS 5163 of PN-10/ 16 rated, with body and bonnet of ductile iron confirming to IS 1865 Gr. 500/7 or Gr.400/15.Wedge fully encapsulated WRAS approved EPDM rubber (approved for drinking water), Wedge nut of brass,shaft of stainless steel 1.4021/1.4104, stem seals min. 3 nos. of NBR, internal fasteners of stainless steel A2. Body& Bonnet coated inside & outside with electrostatically applied epoxy powder coated blue colour (suitable for drinking water) as per DIN 30677-2 & GSK guidelines with a coating thickness of min. 250 microns. Valves should be full bore & tight shut-off. Flange drilling as per IS 1538 raised face & pressure testing at manufactures works shall be done as per IS 14846. including transportation charges excluding GST levied by GOI & GOM in all respect etc. complete.(For PN 10 & 16)\n500mm. dia. | BI01010001010000000000000515BI0100001114 | 1 | Nos |
| 3 | 3 | Item No.3:- Providing and supplying D.I. fittings with ISI mark Mechanical joint confirming to tables 12 to table 31 of IS 9523/2000 upto latest amendments including cost of SBR/ EDPM gaskets, Nuts, Bolts, Washers and Ductile iron follower glands. Fittings should be with internally Ordinary portland cement mortor lined and externally metallic zinc coating/zinc rich paint with finishing layer of black bitumen coating including transportation and excluding all statutary duties and taxes such as GST levied by Gol and GoM in all respect etc. complete.\nMJ Collar/Coupling\n500mm. dia. | BI01010001010000000000000515BI0100001115 | 1 | Nos |
| 4 | 3.1 | Flange Socket-PN-10\n500mm. dia. | BI01010001010000000000000515BI0100001116 | 2 | Nos |
| 5 | 4 | Item No.4: Excavation for foundation / pipe trenches in hard murum and boulders, W.B.M. road including removing the excavated material upto a distance of 50 M beyond the area and lifts as below, stacking and spreading as directed by Engineer-incharge, normal dewatering, preparing the bed for foundation and excluding backfilling, etc. complete\nLift 0.00 to 1.50m | BI01010001010000000000000515BI0100001117 | 10.91 | Cum |
| 6 | 4.1 | Lift 1.50 to 3.00m | BI01010001010000000000000515BI0100001118 | 10.901 | Cum |
| 7 | 5 | Item No.5: Lowering, 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.)\n500mm.dia. | BI01010001010000000000000515BI0100001119 | 1 | Nos |
| 8 | 6 | Item No.6: Giving satisfactory hydraulic testing of following C. I. D / F Reflex valves, Butterfly valves and Sluice valves.\n500mm. dia. | BI01010001010000000000000515BI0100001120 | 1 | Nos |
| 9 | 7 | Item No.7: Valve chamber with cast iron manhole frame and covers Providing and constructing B.B.masonry valve chamber with 15cm thick 1:2:4 proportion PCC bedding ,excluding excavation, B.B.masonry in CM 1:5 proportion ,12mm thick cement plastering CM1:4 proportion on both sides with providing and fixing C.I.manhole frame and covering RCC 1:1.5:3 coping or RCC 1:1.5:3 proportion x 15cm thick slab,etc.complete as directed by Engineer-in-charge.\na) As above of 1.5x1.5 M internal size and depth upto1.5M with 53cm dia CI manhole frame and cover of 90kg.fixeding RCC slab. | BI01010001010000000000000515BI0100001121 | 3 | Nos |
| 10 | 7.1 | Add for every increase in depth of 30 cm or part there of | BI01010001010000000000000515BI0100001122 | 13 | Rmt |
| 11 | 8 | Item No.8: Dewatering the excavated trenches and pools of water in the building trenches /pipeline trenches, well works by using pumps and other devices including disposing off water to safe distance as directed by Engineer-in-charge (including cost of machinery, labour, fuel ),etc.complete. | BI01010001010000000000000515BI0100001123 | 360 | Nos |
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