Public Health Engineering Department-PHED has published Development Of Source Laying Jointing Of Pipe Line Installation Of Pump Moter And Power Connection At Village Dowada Tehsil Amet District Rajsamand On Single Point Responsibility Basis With One Year Defect Liability. Submission Date for this Tender is 10-06-2021. Motor Work Tenders in AMET Rajasthan. Bidders can get complete Tender details and download the document.
Name of Work:- Dovelopment of Source, Laying, Jointing of Pipe Line, Installation of Pump Moter And Power Connection At Village Dowada, Tehsil Amet, District Rajsamand On Single Point Responsibility Basis With one Year Defect Liability | |||||
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Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
1 | 1 | Construction of Tube well. (Depth- 150 m, Dia-200 mm) | 1 | ||
2 | 2 | Construction of Tube Well up to 100 mtr. depth in all type of rocks by DTH system & over burden to accommodate casing pipe of following sizes in all types of soils & over burden including lowering of casing pipes, (if required) excluding cost of casing pipes, as per IS:2800 Part 1: 1991 and IS:2800 Part II: 1979 (both amended upto date) and technical specifications. The work would be completed after obtaining sand free water. The tube well should have a throughout bore as per nominal dia of casing pipe.\n\n\n | 2 | ||
3 | 3 | Nominal bore 200 mm dia. | 3 | 150 | Per Mtr. |
4 | 4 | Supply of ERW M.S. black casing pipe ISI marked (IS: 4270/2001) or amended up to date of following sizes | 4 | ||
5 | 5 | 200 mm dia NB (Thickness of pipe 5.4mm & mass of tube 28.46 Kg/m) | 5 | 12 | Per Meter |
6 | 6 | Supply & Fixing tube well cover of MS sheet 8mm thick at top & 5mm thick 100mm wide shroud around the edge so as to form a cap on the top end of casing pipe with GI Nipple 45cm long & two GI flanges at both ends in 80mm sizes passing through a hole in the centre of MS sheet. A 25 mm socket with end plug shall also be welded over top plate. A GI nipple having outside thread of size 1/2" (for installation pressure gauge) shall be provided & welded with 80mm GI nipple near top plate nipple shall be provided with end plug. | 6 | ||
7 | 7 | 200 mm | 7 | 1 | Each |
8 | 8 | Providing, laying and jointing rising mains. | 8 | ||
9 | 9 | Part-'A' PIPES AND OTHER MATERIALS | 9 | ||
10 | 10 | Providing, lowering, laying in trenches, aligning, fixing in position and jointing in trenches Ductile Iron (DI) ISI marked K-7 grade S&S pipes as per IS: 8329-2000 (amended upto date), with internal cement mortar lining suitable for potable water with rubber ring (EPDM) joints as per IS: 5382-1985 incl. all taxes (Central and Local) transportation and frieght charges, inspection charges, loading/unloadingcharges, stacking of pipes including cost of labour and material, specials(Tee, bend etc.) satisfactory hydraulic testing, disinfection etc. complete as per technical specifications and direction of Engineer in Charge.( excluding earth work) with excise Duty Exemption. Note:- Providing and fixing of all requisite specials as per drawing, design and layout areinclusive in RM measurement of the item and shall not be paid separately. | 10 | ||
11 | 11 | Dia (mm) Type Class | 11 | ||
12 | 12 | 100 DI K-7 | 12 | 1525 | per meter |
13 | 13 | Providing, lowering, laying, aligning, fixing in position and jointing at all level/ depths Dl standard specials with rubber ring (EPDM)/ nut bolt and insertion sheet and jointing as per IS: 5382 1985 such as tees, bends, tapers, caps etc. within trenches in DI pipe line complere including all marerial, labour, taxes, testing and commissioning along with pipe line as per technical specifications and direction of Engineer-in-charge (excluding earth work) | 13 | ||
14 | 14 | AJS Tee , Bend, Reducer (All End Socketed) | 14 | ||
15 | 15 | Upto 300 mm Diameter | 15 | 90 | Kg |
16 | 16 | Providing, lowering, laying, aligning, fixing in position in pipe line, manually operated DI D/F Resilient (Soft) seated Gate Valve EPDM Coated DI wedge 100% vaccum light, flange Dimention IS: 14846, of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531- 1988- amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm) | 16 | ||
17 | 17 | Soft seated sluice valves | 17 | ||
18 | 18 | Dia (mm) PN rating | 18 | ||
19 | 19 | 100 1.6 | 19 | 2 | Each |
20 | 20 | Providing, lowering, laying, aligning, fixing in position in pipe line, DI resilient seated Non Return valves (NRV) of approved make PN 1.6 class and CI Tail Piece- 2 Nos. (IS: 5531 amended up to date- For CI Plane Ended Specials) of same size of following dia complete including all material like Instren Rubber Sheet of thickness- 6.00 mm (ISI Mark)- For Rubber Sheet), MS Nut Bolts (IS: 1363 Part I-1984- amended up to date), CI Detachable Joint (IS: 8794- 1988 amended up to date), labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer. (Nominal Dia. in mm) | 20 | ||
21 | 21 | Dia (mm) PN rating | 21 | ||
22 | 22 | 100 1.6 | 22 | 3 | Each |
23 | 23 | Providing, lowering, aligning, fixing in position and Jointing in pipe line, CI single Air Valve Flanged/ Screwed type of approved makes for following pressure rating & dia complete, confirming to IS: 14845-2000 (amended upto date) and of following specifications: Body , Cover and Cowl - Grey Cast Iron as per IS:210- FG 200 ,Float - Stainless Steel AISI 304 / IS: 3444 ,Float Guide- HBT1,Body seat ring - Leaded tin bronze/ SS , Seal ring and face ring - EPDM/NBR, Ends flanged according to IS:6418 or screwed type shall have external pipe threads conforming to IS:554, Fasteners - CS. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660 and two coats of paint conforming to IS:9862 or IS:2932( Non-Toxic- suitable for drinking water) applied inside and outside. Valves including all material, labour, testing and commissioning as per Technical Specifications and as per direction of Engineer in charge.\nNote: Rates are exclusive of connecting tee, pipe piece and earth work. | 23 | ||
24 | 24 | 25 mm S-1 Type | 24 | 3 | Each |
25 | 25 | PART - 'B' CIVIL WORKS | 25 | ||
26 | 26 | Earth work in excavation by mechanical means (Hydraulic Excavator )/ manual means in trenches for water supply pipe lines, shoring and strutting if required as per required gradient and line including safety provisions using site rails and stacking excavated stuff including up to all required lead cleaning the site etc. complete for lifts up to 1.5 depth and strata as specified. The work also includes depositing and refilling of trench with watering & ramming /compacting in layers and disposal of surplus excavated soil as directed for lead up to 50 mtr. | 26 | ||
27 | 27 | In all type of soil | 27 | ||
28 | 28 | For DI K-7 pipe line dia up to 100 mm | 28 | 228.75 | RMT |
29 | 29 | In soft Rock | 29 | ||
30 | 30 | For DI K-7 pipe line dia up to 100 mm | 30 | 381.25 | RMT |
31 | 31 | In Hard Rock ( required blasting) | 31 | ||
32 | 32 | For DI K-7 pipe line dia up to 100 mm | 32 | 610 | RMT |
33 | 33 | In Hard Rock ( Blasting prohibited) | 33 | ||
34 | 34 | For DI K-7 pipe line dia up to 100 mm | 34 | 305 | RMT |
35 | 35 | Dismantling of cement concrete pavement for pipe line and chambers by mechanical means using pneumatic tools, cutting the peripheral edge by CC cutter, breaking to pieces not exceeding 0.02 cum in volume and stock piling at designated locations and disposal of dismantled materials up to a lead of 1000 meters. Measurement for dismantled trench to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, re-handling of material/earth to complete the tasks as per technical specification and scope of work. | 35 | 12 | Cum |
36 | 36 | Providing and laying in position cement concrete in specified grade over prepared base course complete including finishing, curing, all material, labour, machinery, lighting, guarding for road restoration work in trenches of pipe line and chamber work. Measurement for CC work to be made as per standard trench width specified in tender document and no extra payment shall be made for trench width more than specified, complete work as per technical specification and scope of work. | 36 | ||
37 | 37 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 37 | 12 | Cum |
38 | 38 | Deduct rate for above item of E/W for pipe line, in case of road cutting, deduct 10% for each layer of 100 mm thick road cut i.e. 20% for 200 mm thick and so on. | 38 | ||
39 | 39 | In soft Rock | 39 | ||
40 | 40 | For DI pipe line dia up to 100 mm | 40 | 25 | RMT |
41 | 41 | In Hard Rock ( Blasting prohibited) | 41 | ||
42 | 42 | For dia of pipe up to 100 mm nominal. | 42 | 34 | RMT |
43 | 43 | PART - "C" | 43 | ||
44 | 44 | SITC of Bulk Flow Meter with removable mechanism class "B" confirming to ISO:4064:2005/ IS: 2373 of approved make of following dia sized pipelines and specifications complete: Media : Water (Clear ), Temp. 50 deg., Pr. rating: PN16, Protection type: IP- 68, Body Material : IS-210 Gr. FG-200, Accuracy Class :Class B (±2 % @ Nominal flow rate), Magnetic Drive, Dry Dial, Epoxy powder coated, Pulse out put option, Anti-magnetic protection including all materials and making connection with existing pipeline required for Bulk Flow Meter including cutting the existing pipeline etc. complete in all respect as per technical specification and as per direction of Engineer In-Charge. \nNote: Rates are exclusive of tail piece / dismantling joints and earth work. | 44 | ||
45 | 45 | BFM 80 mm | 45 | 1 | Each |
46 | 46 | Providing & Installation pumpsets | 46 | ||
47 | 47 | Providing, installation, testing and commissioning of submersible monoblock pump set conforming to IS 8034 and motor conforming to IS 9283, with water proof winding. Pump shall be suitable for various delivery head and discharge with stainless steel shaft. Motor suitable for working on 415 V ± 10%, 3 Ph, 50 Hz AC and with water lubricated bearing to accept entire hydraulic thrust. Supply, with cable guard, thrust carbon/fiber bearing to withstand entire hydraulic thrust. The pump set shall be suitable for direct coupling, with suitable suction strainer. Pump should have suitable discharge out let as per manufacturer's design. Antithrust stream lined non return valve shall be provided with the pump and minimum 6 m submersible copper conductor cable in single / double run and 2 pairs of suitable size erection clamp 10 mm thick shall be provided with each pump etc. complete in all respect as per specification, scope of work and direction of Engineer in Charge of following power rating, suitable for prescribed duty conditions of one of the makes approved by Technical Committee.t.interconnection up to water mains, complete in all respect. | 47 | ||
48 | 48 | 10 HP | 48 | 2 | Each |
49 | 49 | Supplying & installation 100 diameter sealed diaphragm bourden type pressure gauge of range 0 to 10 kg including all jointing material as per specification of safety cover. | 49 | 1 | Each |
50 | 50 | Providing, installing, testing and commissioning of double flanged bulk flow meter with removable mechanism, of class B conforming to ISO 4064/1 or amended upto date of approved make including cost of all material and labour as per specifications with GI Box (sheet 16 SWG) suitable with locking arrangement of following dia. | 50 | ||
51 | 51 | 50 mm dia | 51 | 1 | Each |
52 | 52 | Providing and laying in position cement concrete including curing compaction etc. complete in specified grade excluding the cost of centering and shuttering.All work up to plinth level using crusher broken aggregate. M-15 grade nominal mix (With graded stone 20mm nomtnal size). | 52 | 1 | /Cum |
53 | 53 | Providing & Lowering in tubewell ISl marked GI Pipe "B" class as per IS: 1239 or amended up to date threaded and double flanged (welded) on both ends and two number 25x3mm flat welded on both ends between pipe & flange, rubber washer & nut bolts etc. complete in all respect. | 53 | ||
54 | 54 | 50mm dia | 54 | 75 | /mtr. |
55 | 55 | Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials "B" Class | 55 | ||
56 | 56 | 50mm dia | 56 | 3 | each |
57 | 57 | Supply of MS clamp, set of 50x6 mm flat form iron with nuts and bolts etc. holding the riser pipe assembly of submersible pump set. | 57 | 1 | /Each |
58 | 58 | Supply & Fixing of ISi marked three core PVC flat submersible cable as per IS 694: 1990 or amended up to date and conductor as per class 5 of IS 8 130: 1980 includ ing making connection etc. | 58 | 170 | /mtr. |
59 | 59 | 3 core 4.0 mm2 | 59 | ||
60 | 60 | Supply & Fixing XLPE insulated / P.V.C. sheathed cable of 1.1 KV grade with aluminium conductor Armoured of IS:7098-I/1554-1 approved make in ground as per IS:1255 including excavation of 30cmx75cm size trench, 25 cm thick under layer of sand, second Class bricks covering, refilling earth, compaction of earth, making necessary connection, testing etc. as required of size. | 60 | ||
61 | 61 | 10.0 Sq.mm, 4 core | 61 | 25 | /mtr. |
62 | 62 | Supply and Fixing of electric control feeder panel comprising of suitable rating MCCB , fully automatic star-delta starter, over load relay, ampere meter with CTs, volt meter, phase preventer, suitable starting capacitors, phase indicators, lighting arrangement etc. complete suitable for three phase pump set. The panel should have space for energy meter ( supplied by DISCOM). All these equipments shall be housed by panel box made out from 18 gauge M.S. Sheet with powder coating. Panel should be of minimum size 900 x 600 x 450 mm with Stand ( made of angle iron of size 35x35x5mm) duly bolted/screwed with enclosure box having 4 legs, each leg’s length 18" and double door including in built locking system. The legs should be embedded in M-15 cement concrete plat form. The size of CC platform should be equal or bigger than the base size of panel having height of at least 200 mm from ground level. The panel should have opening of suitable size in front of space for energy meter with glass for meter reading. The operation of panel should be suitable for on 440 Volt AC Supply. | 62 | ||
63 | 63 | Above 10.00 HP to 15.00 HP | 63 | 1 | /Each |
64 | 64 | Providing, lowering, aligning, fixing in position in pipe line, CI double flanged swing type Non Return Valves (NRV) of approved make of following Pressure rating & dia complete, confirming to IS: 5312 (part -1)/ 2004 (amended up to date) and of following specifications: Body, Cover & disc of Grey cast iron of IS:210/ FG200. Face to face dimensions as per IS 5312 (part -1):2004 , Flanges Drilled as per IS:1538. All exposed machined ferrous surfaces shall be painted with one coat of aluminium red oxide primer conforming to IS:5660and two coats of black Japan paints conforming toType B of IS 341or paint conforming to IS9862 or IS2932( Non-Toxic- suitable for drinking water) applied inside and outside. Body seat ring of SS/CS Door face ring - EPDM/ Neoprene (food grade quality) ,Shaft of HTB1/ SS- AISI- 410, Hinge Malleable cast iron / SS AISI 316/410 ,Bonnet Gasket EPDM, Bush- Leaded tin Bronze/ PTET, Gasket EPDM/NBR ,Nut-Bolt as per IS:1363 and IS: 1367 (galvanised steel) ,Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC including jointing & jointing material, labour, testing and commissioning along with pipeline as per Technical Specification & as per direction of Engineer-in-charge. \nNote: Rates are exclusive of tail piece/ dismantling joints and earth work. | 64 | ||
65 | 65 | 80mm | 65 | 1 | Each |
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