Construction Of Cwr Development Of Source Laying Jointing Of Pipe Line Installation Of Pump Moter And Power Connection At Shivnathpura Tehsil Amet District Rajsamand On Single Point Responsibility Basis With One Year Defect Liability
Tender Value
25.79 Lakhs
Estimated cost
Bid Submission
05 May 2021
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
1000
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
AMET → Rajasthan
EMD Exemption
Not Available
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Not Available
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Address
Project Description
Construction Of Cwr Development Of Source Laying Jointing Of Pipe Line Installation Of Pump Moter And Power Connection At Shivnathpura Tehsil Amet District Rajsamand On Single Point Responsibility Basis With One Year Defect Liability
BOQ
| Name of Work:- Construction of CWR, Dovelopment of Source, Laying, Jointing of Pipe Line, Installation of Pump Moter And Power Connection At Shivnathpura, Tehsil Amet, District Rajsamand On Single Point Responsibility Basis With one Year Defect Liability | |||||
|---|---|---|---|---|---|
| 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 | 180 | 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 | Construction of RCC CWR | 8 | ||
| 9 | 9 | Construction of RCC Circular Clear Water Reservoirs of required capacity including excavation in all types of strata, foundation concrete, container walls, bottom slab, top roof slab/dome, 20 mm thick cement plaster with water proofing compound in CM 1:3 proportion and food grade epoxy paint to inner face of the container and dome/slab, including refilling and disposing of surplus stuff , all labour and material charges, providing and fixing accessories such as M.S./Alluminium ladder/RCC Stairs inside and outside, manhole frame and cover, puddle collar, ventilators, satisfactory hydraulic test and water tightness test as per IS code and providing three coats of cement paints to all exposed surface of structure etc. complete in all respect as per design data, criteria, obligatory requirements and detailed specifications, scope of work and GA drawing. The job include painting the name of the scheme and other details on the reservoir and any other work related to structure as per the directions of Engineer-in- Charge, Technical Specification and Scope of Work. | 9 | ||
| 10 | 10 | For capacity up to 40 KL | 10 | 40000 | Per Ltr |
| 11 | 11 | Providing and fixing double flanged ISI marked DI Class K-9 pipes as per IS:8329-2000 (amended up to date), as vertical pipes for RCC Reservoirs including specials required such as duck foot bend, bend, tee etc. providing clamps at every 3 mtr, jointing materials such as nuts, bolt, rubber packing, hydraulic testing etc. complete in all respect up to and from valve chamber as per direction of EIC, Technical Specification and Scope of work | 11 | ||
| 12 | 12 | 100 mm | 12 | 10 | mtr |
| 13 | 13 | Providing, lowering, aligning, fixing in position in pipe line at work site, DI D/F Resilient seated (soft seated) Sluice Valves (Gate Valves) , Vacuum tight(bubble tight), straight and pocket less body passage of approved make of following class & dia complete confirming to BS-EN-1171/ AWWA C-509 and of following specifications: Body & bonnet of Ductile cast iron of grade GGG40/GGG50 as per DIN 1693 or GR SG-400/12 as per IS 1865 or equivalent grade as per IS :3896-part2-1985 and subsequent revisions, Wedge of same material as body & shall vulcanised rubber lined with EPDM (food grade quality) and seals of NBR Face to face dimensions as per BS 5163-89/ IS 14846/2000 (amended up to date) /Din 3202 F4, Stem/ spindle of SS (AISI 316 or equivalent) Electrostatic epoxy powder(EP-P)/ Fusion bond epoxy ( Non-Toxic- suitable for drinking water) coated with minimum thickness of 250 microns inside and outside, Drilled as per IS 1538. Nut-Bolt confirming to IS:1363 and IS: 1367 (Galvanised steel) Insersion rubber of black EPDM 6mm thick. Suitable support structure as per directions of EIC, Sluice valves including all jointing & jointing material, labour, testing and commissioning along with pipe line as per Technical Specifications and as per direction of Engineer-in-charge. Note: Rates are exclusive of tail piece/ dismantling joints and earth work. | 13 | ||
| 14 | 14 | 100 mm | 14 | 4 | each |
| 15 | 15 | Providing, laying and jointing rising mains. | 15 | ||
| 16 | 16 | Part-'A' PIPES AND OTHER MATERIALS | 16 | ||
| 17 | 17 | 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. | 17 | ||
| 18 | 18 | Dia (mm) Type Class | 18 | ||
| 19 | 19 | 100 DI K-7 | 19 | 1080 | per meter |
| 20 | 20 | 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) | 20 | ||
| 21 | 21 | AJS Tee , Bend, Reducer (All End Socketed) | 21 | ||
| 22 | 22 | Upto 300 mm Diameter | 22 | 60 | Kg |
| 23 | 23 | 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) | 23 | ||
| 24 | 24 | Soft seated sluice valves | 24 | ||
| 25 | 25 | Dia (mm) PN rating | 25 | ||
| 26 | 26 | 100 1.6 | 26 | 1 | Each |
| 27 | 27 | 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) | 27 | ||
| 28 | 28 | Dia (mm) PN rating | 28 | ||
| 29 | 29 | 100 1.6 | 29 | 1 | Each |
| 30 | 30 | 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. | 30 | ||
| 31 | 31 | 25 mm S-1 Type | 31 | 2 | Each |
| 32 | 32 | PART - 'B' CIVIL WORKS | 32 | ||
| 33 | 33 | 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. | 33 | ||
| 34 | 34 | In all type of soil | 34 | ||
| 35 | 35 | For DI K-7 pipe line dia up to 100 mm | 35 | 162 | RMT |
| 36 | 36 | In soft Rock | 36 | ||
| 37 | 37 | For DI K-7 pipe line dia up to 100 mm | 37 | 270 | RMT |
| 38 | 38 | In Hard Rock ( required blasting) | 38 | ||
| 39 | 39 | For DI K-7 pipe line dia up to 100 mm | 39 | 432 | RMT |
| 40 | 40 | In Hard Rock ( Blasting prohibited) | 40 | ||
| 41 | 41 | For DI K-7 pipe line dia up to 100 mm | 41 | 216 | RMT |
| 42 | 42 | 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. | 42 | 25 | Cum |
| 43 | 43 | 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. | 43 | ||
| 44 | 44 | M20 grade Nominal Mix\n1: 1.5: 3 (1 cement : 1.5 coarse sand : 3 graded stone aggregate 20mm\nnominal size). | 44 | 25 | Cum |
| 45 | 45 | 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. | 45 | ||
| 46 | 46 | In soft Rock | 46 | ||
| 47 | 47 | For DI pipe line dia up to 100 mm | 47 | 16 | RMT |
| 48 | 48 | In Hard Rock ( Blasting prohibited) | 48 | ||
| 49 | 49 | For dia of pipe up to 100 mm nominal. | 49 | 13 | RMT |
| 50 | 50 | PART - \"C\" | 50 | ||
| 51 | 51 | 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. | 51 | ||
| 52 | 52 | BFM 80 mm | 52 | 1 | Each |
| 53 | 53 | Providing & Installation Pump Sets at proposed CWR. | 53 | ||
| 54 | 54 | 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. | 54 | ||
| 55 | 55 | 2 Nos Pump Sets x 7.5 HP Each (D-5.88 LPS H-50 m) For proposed open wells (/7.5 HP Each) | 55 | 2 | Nos |
| 56 | 56 | DOL STARTER 5 HP - (1W+ 1S): I/C - MCB 32A ,FP, 10 KA, C Curve (1) , Analog Voltmeter 96*96mm ( 0-500V ) (1), Volt Selector Switch (1) , Analog Ammeter 96*96mm ( 0-60A ) (1), Amp. Selector Switch (1), C. T. 30/5A CL 1.0 5VA (3) , Indicating Lights ( Red-1, Yellow -1) (2), Indicating Lights ( Blue - 1 ) (1), Control MCB 6A SP 10 KA C Curve (3) and \nO/G- MCB 25A ,TP, 10 KA, C Curve (2), Power Cont 12A TP AC3 Duty(2), 2 NO+2 NC Aux. Block(2), Thermal Overload Relay (7-10A )(2), Control MCB 6A SP 10 KA C Curve (2), Single Phase Priventer (2), Indicating Lights (Red- 1, Green - 1, Amber-1)(6), Push Button 22.5 ( Red - 1, Green - 1 )(4), Selector Switch 1 Pole, 2 Way (2), Capacitor 440VAC Heavy Duty MPP Type 2 Kvar (2) | 56 | ||
| 57 | 57 | Above 5.00 HP to upto 10 HP | 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\n | 58 | ||
| 59 | 59 | 3 Core 4 Sq. mm | 59 | 20 | P.mtr |
| 60 | 60 | Providing and laying of PVC insulated and PVC sheathed cables of 1.1 KV grade with aluminum conductor of IS: 1554 category- II and approved make of including excavation of 30 x 75 cm side trench as per IS: 1255- 15 cm thick layer of sand and II class brick covering, refilling earth in remaing portion making necessary connection including testing etc. of required size and core (category- I) make as mentioned in specification (Make- CCI/ Gloster, Nicco, Finolex, Unitop, BCH and other make as acceptable in PHED Rajasthan): | 60 | ||
| 61 | 61 | 10.0 Sq. mm, 4 Core | 61 | 20 | P.mtr |
| 62 | 62 | Providing and Lowering of GI Assembly Pipes Class- B (IS: 1239) for various sizes including flange tightening, welding with MS Patti, hole making and cable grove making as per required length of 3.00 M/ 6.00 M (Pipe and flange shall be arranged by the Contractor also). Length of MS strip will be 100 mm, Width- 20 mm and thickness- 6 mm and to be welded around the strip with pipe and flanged. Hole in the flanged will be standard size and above 15 mm in size. After tightening the pipe and flanged, welding will be done at junction of flange This includes providing of GI pipes and Lowering of pipes with rubber washer and MS nut Bolts of required size complete in all respect including all material. | 62 | ||
| 63 | 63 | B Class 50mm dia | 63 | 15 | P.mtr |
| 64 | 64 | Installation of submersible motor pump set in open well at various location including transportation of tripod, chain pulley and any other material required for lowering purpose, making electric connection and inter connection with existing system complete in all respect. | 64 | 1 | Each |
| 65 | 65 | 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. | 65 | 1 | Each |
| 66 | 66 | Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials \"B\" Class | 66 | ||
| 67 | 67 | 50mm dia | 67 | 3 | Each |
| 68 | 68 | Provinding & Fixing of double flanged , CI body , ISI marked NRV of apporved make of Following size including cost of all labour jointing material with nuts & bolts & rubber sheet complete Job in all respect. | 68 | ||
| 69 | 69 | 65mm | 69 | 1 | Each |
| 70 | 70 | Providing & Installation Pump Sets at Proposed TW. | 70 | ||
| 71 | 71 | 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. | 71 | ||
| 72 | 72 | 10 HP | 72 | 2 | Each |
| 73 | 73 | 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. | 73 | 1 | Each |
| 74 | 74 | 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. | 74 | ||
| 75 | 75 | 50 mm dia | 75 | 1 | Each |
| 76 | 76 | 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). | 76 | 1 | /Cum |
| 77 | 77 | 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. | 77 | ||
| 78 | 78 | 50mm dia | 78 | 75 | /mtr. |
| 79 | 79 | Providing & Fixing of ISI Marked GI Bend 90 Degrees of following sizes including all jointing materials \"B\" Class | 79 | ||
| 80 | 80 | 50mm dia | 80 | 3 | each |
| 81 | 81 | 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. | 81 | 1 | /Each |
| 82 | 82 | 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. | 82 | 170 | /mtr. |
| 83 | 83 | 3 core 4.0 mm2 | 83 | ||
| 84 | 84 | 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. | 84 | ||
| 85 | 85 | 10.0 Sq.mm, 4 core | 85 | 25 | /mtr. |
| 86 | 86 | 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. | 86 | ||
| 87 | 87 | Above 10.00 HP to 15.00 HP | 87 | 1 | /Each |
| 88 | 88 | 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. | 88 | ||
| 89 | 89 | 80mm | 89 | 1 | Each |
AI Tender Summary
Tender Timeline
Apr 22, 2021
11:30 IST
Tender Published
Tender notice published.
CompletedMay 05, 2021
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
CompletedMay 06, 2021
Bid Opening Date
Technical bids will be opened and evaluated.
CompletedTender Documents
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