Drinking Water Supply and Sanitation Government Departments Closing in 0 days TDR #33120528

Improvement Of Storage, Source And Ancillary Work At Gudari Nac.

Issued by Government Departments · gudari, Odisha
Tender Value
1.18 Crore
Estimated cost
Bid Submission
01 Aug 2022
0 days left
EMD
Ref. Documents
Bank guarantee accepted
Document Fee
10000
Non-refundable
Tender Type
Online

Tender Overview

Competition Type
NCB
Bidding Type
Tender
Location / State
gudari → Odisha
EMD Exemption
Not Available
Quantity
Not Available

Project Description

Improvement Of Storage, Source And Ancillary Work At Gudari Nac.

Corrigendum

Sr No Corrigendum Date Corrigendum Type New Submission Date
1 19-Jul-2022 Corrigendum Other 01-Aug-2022

BOQ

Name of Work:Improvement of storage ,source and ancillary work at Gudari NAC.
Sl. No. Item Description
1Zonal/ Clear Water Service ReservoirsDesign, Drawing, Construction, Commissioning &Testing of RCC ESR and piping arrangement up to 5 Mtr from external face with 25.00 mtr stagingESR, Zone-2
2Design, Drawing, Construction, Commissioning &Testing of RCC UGR and piping arrangement up to 5 Mtr from external face.MBR, Zone- 2
3Pumping Station at ESR LocationDesign(Aesthitically) and constructing RCC Frame structure of Pump Room With positive suction/negative suction.(Pump station of Size 7.0mx3.0m and toilet of 2.2 mx1.5m)With Gantry structure(Min. Height 4.5m) Clear Water Pumping station at Proposed GSR/ESR.
4Recessed wiring to light point / fan point / exhaust fan point / call bell point with 1.5 sq.mm FR PVC insulated single core multistrand copper conductor of ISI marked with 20 mm dia non-metalic PVC flexible conduit with S.P 5/6Amp, one way modular switch ISI marked(L&T/crabtree/ Havells/ROMA/ SIEMENS/ Finolex) and ceiling rose ISI marked mounted on Modular GI box of 18SWG having modular base & coverof suitable sizewith 1.5 sq.mm FR PVC insulated single core multistrand copper conductor as earth wire including all accesories and connection as per direction of Engineer in Charge. ( Make of wire Finolex/ L&T / Anchor / Havels / V Guard )Group-CL.P.-39 F.P.- 0 C.B.-0
5S/F 2.5 sq.mm 3 Core , round Cu cable for wiringfrom junction box to light fitting includingthe labour charges towards connection make-finolex/ Polycab/ havells
6S/F of 1x60W 5700K LED street light made up of pressure die cast housing with toughned glassindividual high powered LEDs with secondary optics ,IP66 protectionHavells make(Endura Pearl Plus) with connectionas per the direction of Engineer-in-Charge.
7Supply of 5Mtr high hot dip galvanised Octagonal/round poles with 130mm bottom dia sheet thickness baseplate of 200x200x16mm with FDN Bolts with inbuilt sleek junction box with one 6A SP MCB and 10sqmm stud connector of Bajaj/valmonte/JK make /Equivalent make including transportation,loading and unloading as per direction of Engineer-in-charge.
8S/F of galvanised single arm decorative bracket lingth 1mtr with 70mm A/F welded with canopy.(provisional)
9Supply,delivery and laying of 32mm HDPE pipe inside ground and cable inside the HDPE pipe as per construction standard specification. (provisional)
10Construction of foundation with supplyof all material such as steel ,reinforcement ,metal chips,cement ,sand ,cable entry,shuttering for RCC work(1:1.4:8) with labour chargesfor construction including erection and commissiong of pole with arm to proper alignment including fittingof the lamp.
11pumping arrangement with Electrical & Mechanical units at new proposed UGRs site (Zone 2).Procurement, supplying, errection and lowering ofopen well Submersible / Centrifugal Pumpset with suitable Motor, ISI marked along with all accessories and Individual Suction and Discharge Header including installation, testing and commissioning etc. all complete 15X2 sets=30 HP
12Insatallation of pump motor at suitable site(consider as 5% of pump motor cost)(provisional)
13Procurement, supplying, errection of Star delta Control Panel for . Pumpsetsetc. at Headworks 15X2 sets=30 HP
14Procurement, supplying,installation of suitable size cablewith all accessories including installation, testing and commissioning etc. all completeLT Power Cablescopper armoured Conductor -cable size 35 sqmm 3.5 core
15Supplying all material, labour and T&P for M.S. febrication work for crossing interconnection in critical section, etc. 168.3mm dia M.S Pipe (4.50mm thickness)
16150mm dia M.S offcet bend
17150mm dia flanged joint
18200mmdia flanged joint
19Cuttingto the M.S members at site by using welding generator up to 200mm / 100mmDiapipeincludingcostof alllabour, welding materials,T & P etc all complete at site.For 150mm dia
20Butt/filet welding to the M.S members at site by using welding generator includingcostof alllabour, welding materials,T & P etc all complete at site.For 150mm dia
21LAYING OF DISTRIBUTION SYSTEM WITH D.I. K-7 PIPELINESupplying all labour and T & P etc. and earthwork in excavation for foundation trenches in all kinds of soil within initial lead and lift including rough dressing and breaking clods to maximum 5 to 7 cm. in size etc. and laying in layers not exceeding 30 cm. in depth and as directed by the Engineer-in-charge, all complete.
22Supplying all labour and T & P etc. and laying in trenches, centrifugally Cast (spun) Ductile Iron pressure pipes of the following nominal diameter and Class as per specification and direction of the Engineer-in-charge including transportation by mechanical means and head load etc. of all materials to site, all complete. 300 mm dia. D.I. Class-K7 Pipe
23200 mm dia. D.I. Class-K7 Pipe
24150 mm dia. D.I. Class-K7 Pipe
25100 mm dia. D.I. Class-K7 Pipe
26Supplying all materials, labour and T & P etc. and providing tyton-joints conforming to I.S :3114-1994 to Centrifugally (Spun) Cast Iron Pipes or Ductile Iron Pipes using Rubber Gaskets Conforming to I.S 5382 of S.B.R quality of the following nominal diameter including testing of the joints as per specification and direction of the Engineer-in-charge including transportation of all materials to site, all complete.300 mm dia. tyton joint for D.I. Class-K7 Pipe
27200 mm dia. tyton joint for D.I. Class-K7 Pipe
28150 mm dia. tyton joint for D.I. Class-K7 Pipe
29100 mm dia. tyton joint for D.I. Class-K7 Pipe
30Making lead caulked joint conforming to IS:3114-1994 with molten lead conforming to IS 782, to Spun Iron or Cast Iron pipes and fittings of the following nominal diameter including testing of the joints as per specification all complete.300 mm dia. lead joint for D.I. Class-K7 Pipe
31100 mm dia. lead joint for D.I. Class-K7 Pipe
32Supplying all labour and T & P etc. and providing M.S Pipes of the following nominal diameter as per I.S. and P.H. specification and direction of Engineer-in-charge, including transportation of all materials to site, all complete.323.9 mm O.D. M.S. Pipe, having wall thickness 5.6 mm confirming to I.S : 3589 / 2001 and I.S : 3601 / 2006, including all materials complete
33273.0 mm O.D. M.S. Pipe, having wall thickness 4.5 mm confirming to I.S : 3589 / 2001 and I.S : 3601 / 2006, including all materials complete
34168.3 mm O.D. M.S. Pipe, having wall thickness 4.5 mm confirming to I.S : 3589 / 2001 and I.S : 3601 / 2006, including all materials complete
35114.3 mm O.D. M.S. Pipe, having wall thickness 6.3 mm confirming to I.S : 3589 / 2001 andI.S : 3601 / 2006, including all materials complete
36Supplying all labour and T & P etc. and fixing Cast Iron Sluice Valve with double flanged ends for water works purposes for the following rating and nominal diameter as per specification and direction of the Engineer-in-charge including transportation of all materials to site, all complete. 200mm dia. Sluice Valve, Rating P.N – 1.60( I.S : 14846 / 2000 )
37150mm dia. Sluice Valve, Rating P.N – 1.60( I.S : 14846 / 2000 )
38100mm dia. Sluice Valve, Rating P.N – 1.60( I.S : 14846 / 2000 )
39150mm dia. Foot Valve (I.S. 4038 PN: 0.2)
40200mm dia N.R. valves (PN 1.6)
41Supplying of DI D/F Slanted seat Tilting Disc Swing Check Valve in single piece body and closed eye disc construction. Hemispherical disc with 59-degree inclination for fast open and closing. corrosion proof and wear resistant (triple offset) disc face & body seat face, both made of fusion bonded Nickel Chromium weld overlay and micro finished. Body and disc of ductile cast iron GGG-40, medium free (dry) shafts of stainless steel and bearings of Zinc-free Bronze. Valve should have provision for internal damping unit for reducing the effects of water hammer / surge, if required at later stage.Electrostatic epoxy powder/liquid coating (EP-P) inside and outside color blue RAL 5005 with minimum coating thickness of 150 microns. The EPDM rubber & Epoxy Powder should be approved by W 270. (EP-P à it is a resi-coat powder approved for drinking water application, applied through fusion bonding technology process by dipping the shot-blasted casted components heated up to 200 deg C). Face to face dimensions as per EN 558-1 Series 14 and flange connections as per EN 1092-2 / IS1538. Specification anddimensions as per EN 12334.Kirloskar/VG/Audio200mm dia N.R. valves (PN 1.6)
42Supplyinglabour and T & P etc. and fixing D.I. / Cast Iron Air Valve for water works purposes for the following rating and nominal diameter as per specification and direction of the Engineer-in-charge including transportation of all materials to site, all complete. 80mm dia. Double Air Valve (Kinetic-tamper proof)
43Supplying all materials, labour and T & P etc. and laying in trenches double socket Cast Iron bends, fittings and specials conforming to I.S : 1538 of the following sizes as per specification and direction of the Engineer-in-charge including transportation of all materials to site, all complete.
44Supplying all materials, labour and T & P etc. and providing flame cutting & facing of M.S. plate up to 8mm thick at site by using oxyacetylene gas, barricading etc. as per site condition as per P.H. specification and direction of Engineer-In-Charge, including transportation of all materials to site, all complete.Flame cutting & facing of M.S. plate upto 8mm thick
45Supplying all materials, labour and T & P etc. and providing joints by welding with two welding beads / pass, conforming to I.S : 816 / 1998 ( fillet weld ) to M.S. pipes & fittings at site by using welding generator with supply of all jointing materials, welding rod, power supply for fabrication of specials at site with stand by arrangement of diesel generator set and dewatering the pipe line etc. shoring and shuttering, and inter-connection of M.S pipe with C.I / D.I. pipe as per site condition including testing of joints as per P.H. specification and direction of Engineer-In-Charge, and transportation of all materials to site, all complete.Fillet welding with two welding beads to M.S. Pipe
46Supplying all labour and T & P etc. and filling in pipeline trenches with excavated earth, well watered and rammed as per specification and direction of the Engineer-in-charge, all complete.
47Supplying all materials, labour and T & P etc. and construction of valve chamber of following sizes with 100mm thick sand filling in foundation, lean cement concrete (1:3:6) of 150mm thick, well burnt fly ash brick masonry in cement mortar (1:3) of 250mm thick wall in foundation and plinth, 12mm thick cement plaster (1:3) inside and outside, 100mm thick cover slab in R.C.C. (1:1½:3) using minimum reinforcement of HYSD bar in cover slab at 100Kg. per each Cum. of RCC, 50mm thick cement concrete (1:2:4) in bed and wall top including centring and shuttering, earthwork in all kinds of soil and refilling etc. as per specification and direction of the Engineer-in-charge, including transportation of all materials to site, all complete.Sluice ValveChambersofinsidesize1.2m x 1.2m x 1.2m with ms cover
48Air ValveChambersofinsidesize0.75m x 0.75m x 1.10m with rcc slab cover
49Supplying all materials, labour and T & P etc. and dismantling of Bituminous course of flexible pavements anddisposal of dismantled materials up to a lead of 1000 Mtr., stacking serviceable and unserviceable materials separately for taking the pipeline through and making good the damages as per specification and direction of the Engineer-in-charge, including transportation of all materials to site, all complete.
50Supplying all materials, labour and T & P etc. and dismantling of cement concrete pavement by mechanical means using pneumatic tools 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 metres, stacking serviceable and unserviceable materials separately for taking the pipeline through as per specification and direction of the Engineer-in-charge, including transportation of all materials to site, all complete.
51Supplying all materials, labour and T&P etc. and filling in foundation and plinth with sand, well watered and rammed including transportation of all materials to site and as directed by the Engineer-in-charge, all complete.
52Cement concrete (1:4:8) with 4cm. Size crusher broken hard Granite metal including cost of all labour, materials with all taxes, lead,T & P etc all complete .
53Supplying all materials, labour and T&P etc. and providingM20 Cement Concrete including hoisting and laying using 12mm size hard granite crusher broken chips, including transportation of all materials to site and as directed by the Engineer-in-charge, all complete.
54Supplying all labour and T & P etc. Removal of surplus earth from the pipe line by using mechanical device as per direction of Engineer in Chief
55SSupplying all materials and T & P etc. and providing M.S Pipes of the following nominal diameter as per I.S. and P.H. specification and direction of Engineer-in-charge, including transportation of all materials to site, all complete.323.9 mm O.D. M.S. Pipe, having wall thickness 5.6 mm confirming to I.S : 3589 / 2001 and I.S : 3601 / 2006, including all materials complete
56273.0 mm O.D. M.S. Pipe, having wall thickness 4.5 mm confirming to I.S : 3589 / 2001 and I.S : 3601 / 2006, including all materials complete
57168.3 mm O.D. M.S. Pipe, having wall thickness 4.5 mm confirming to I.S : 3589 / 2001 and I.S : 3601 / 2006, including all materials complete
58114.3 mm O.D. M.S. Pipe, having wall thickness 6.3 mm confirming to I.S : 3589 / 2001 andI.S : 3601 / 2006, including all materials complete
59InstrumentationWorkSupply,installation,testingand commissioningofelectromagnetic flow meter asperspecificationsand direction by engineer in-charge. 250 mm electromagnetic flow meter
60Supplying all materials and T & P etc. and fixing Cast Iron Sluice Valve with double flanged ends for water works purposes for the following rating and nominal diameter as per specification and direction of the Engineer-in-charge including transportation of all materials to site, all complete. 200mm dia. Sluice Valve, Rating P.N – 1.60( I.S : 14846 / 2000 )
61150mm dia. Sluice Valve, Rating P.N – 1.60( I.S : 14846 / 2000 )
62100mm dia. Sluice Valve, Rating P.N – 1.60( I.S : 14846 / 2000 )
63C.I. Single Air Valve ( Standard ) 80mm dia.
64CONSTRUCTION OF COMPOUND WALL FOR ESR SITES.Supplying all labour and T & P etc. and earthwork in excavation for foundation trenches in all kinds of soil within initial lead and lift including rough dressing and breaking clods to maximum 5 to 7 cm. in size etc. and laying in layers not exceeding 30 cm. in depth and as directed by the Engineer-in-charge, all complete.
65Supplying all materials, labour and T&P etc. and filling in foundation and plinth with sand, well watered and rammed including transportation of all materials to site and as directed by the Engineer-in-charge, all complete.
66Supplying all materials, labour and T&P etc. and providing cement concrete ( 1:3:6 ) using 40mm size hard granite metal, including transportation of all materials to site and as directed by the Engineer-in-charge, all complete.
67Supplying all materials, labour and T&P etc. and providing K.B brick masonry with well burnt clamp burnt bricks of size 25 cm. x 12 cm. x 8 cm. having crushing strength not less than 35 kg. / sqcm. with dimensional tolerance + / - 8 %in cement mortar (1:4) including transportation of all materials to site as directed by the Engineer-in-charge, all complete.in F & P
68in superstructure
69Supplying all materials, labour and T&P etc. and providing 16mm thick cement plaster ( 1 : 6 ) over brick work including transportation of all materials to site and as directed by the Engineer-in-charge, all complete.
70Wall painting 2 coats with Weather Coat of approved shade on new work to give an even shade in FirstFloor.(Out side) as directed by the Engineer-in-charge, all complete.
71Supplying all materials, labour and T&P etc. and providing, fabricating, fitting and fixing of M.S. door and window grills of approved specification, including transportation of all materials to site and as directed by the Engineer-in-charge,all complete.
72Supplying all materials, labour and T&P etc. and painting two coats over a coat of primer with approved make and shade of synthetic enamel paint and red oxide primer, including transportation of all materials to site and as directed by the Engineer-in-charge, all complete.
73Supplying all labour and T&P etc. and filling in foundation with excavated earth, well watered and rammed complete as per direction of the Engineer-in-charge, all complete.
74House Hold connectionSupplying all materials , Labour & T & P for providing New House connections to beneificiares from PHE Deptt./WATCOCI/DI pipe line to the property of beneficiaries/ Repair of House connection with extension of service etc.including earth work excavation ,cutting of concrete / Metal/ BT road, refilling the trenches & making good to the damages road with CC (1:2:4) after completition ofthe work, lifting of excess excavated materials / debrises from work site & disposed within 5 KM radiousby mechanical transport , fixing 1/8\" dia brass/ GM ferrule with following dia composite Strap Saddle in the CI/DI pipe line , cutting holes in brick/ stone / RCC masonary work , repair the broken holes , cost of uPVC Schedule - 80 pipe (25 mm / 20 mm dia up to 7.0mtr /10 mtr respectively )& fittings , 1 No of PVC Tap of approved make etc. complete as per technical & PH specification and direction of Engineer - in Charge. With 100mm dia distribution main
75With 150mm dia distribution main
76Source Development.Labour for drilling a perfectly vertical bore hole of specified dia for a specified depth below G.L through consolidated or inconsolidated rock with D.T.H or combination drilling rigs as required to suit the site condition as per the direction of E.I.S including supply or rigs with its accessories, T & P and consumbales etc. for lowering 200mm dia P.V.C / G.I pipes for housing fitted with sockets and with or with out well as per the necessity for soft, medium, hard or boulder formation (PVC/G.I casing pipes it required to prevent collaps of the over burden is to be provided by the contractor including lowering and with drawing after completion of the Tube Well.
77Lowering the following sizes of G.I./ P.V.C pipes with or with out sloted pipes as per the necessity from G.L up to reducied depth and fitted and fixed up in perfectly vertifcal position incluidng cutting and threading of pipes and slotted pipes and supplying and fixing of all jointing materials, T&P etc. all complete and keeping the top of the casing pipe threaded including plugging the Tube Well to prevent extra of foreign materials from above.200 mm dia ASTM PVC casing pipe (Sh-80)
78Cleaning and developing the tube well with their own compressor continiously worked till clear and adequate discharge is obtained from the Tube Well including supply and lowering of pump use of all necessary equipments and labour as per the direction of E.I.C.
79Suplying all materials ,labour and T & P for packing the bore with washed gravelaround the pipes in good quality including cost of gravel etc. complete as per direction of E.I.C.
80Suplying all materials ,labour and T & P providing grouting with cement slurry for sanitary sealing around the PVC casing pipe up to 3 mtrs below ground level as per direction of E.I.C. )
81Cost of materials200 mm dia ASTM PVC casing pipe (Sh-80) including threading
82200 mm dia ASTM PVC Slotted pipe (Sh-80) including threading (5% extra for slotting)
83Supplying all material, labour and T&P for fitting fixing of 10 HP Submersible Pump set.
84Supplying all material, labour and T&P for fitting fixing of ATS Control pannel for 10 HP Submersible Pump set.
85Supplying all Labour T & P for Laying of following dia HDPE, UPVC,GI , & P.H. Fiixuresincluding cost of Pipe and Fitting etc.50mm HDPE Pipe
8650mm G.I. Union
8750mm G.I. Elbow
8850mm G.I. Socket
8912mm PVC coated supporting wire

AI Tender Summary

OUR REF NO 33120528
AUTHORITY Government Departments
TENDER VALUE 1.18 Crore
LAST DATE 01-08-2022
Authority
Authority Name Public Health Engineering Department
Work Description Improvement Of Storage, Source And Ancillary Work At Gudari Nac.
Basic Detail
Tender No SEPHDRAYAGADA-22/2022-23 DT.06.07.2022
Bidding Type Tender
Location
City gudari
State Odisha
Key Dates
Publish Date 19 Jul 2022
Submission Date 01 Aug 2022
Open Date 02 Aug 2022
Finance
Tender Value 1.18 Crore
Tender Fee 10000
EMD Ref. Documents
Exemption Not Available
Document List
64a6923e-6d28-461f-adbf-3a2e57c41418.html
BOQ_405563.xls
DTCN.pdf
Tendernotice_1.pdf

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Tender Timeline

Jul 19, 2022
11:30 IST

Tender Published

Tender notice published.

Completed
Aug 01, 2022
18:00 IST

Corrigendum-1 Issued

Clarifications on tender conditions and amendments issued.

Completed
Aug 01, 2022
17:00 IST

Bid Submission Deadline

Online submission via eProcurement portal.

Completed
Aug 02, 2022

Bid Opening Date

Technical bids will be opened and evaluated.

Completed

Tender Documents

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64a6923e-6d28-461f-adbf-3a2e57c41418.html

xls

BOQ_405563.xls

pdf

DTCN.pdf

pdf

Tendernotice_1.pdf

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