Loading…
Loading…
| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | 1₹1.5 CrAccepted-AOC 0 0 JAWALAPUR ROAD HARIDWAR HARIDWAR UTTARAKHAND 249407 | HARIDWAR | UTTARAKHAND | 249407 | ₹1.5 Cr Quoted ₹1.6 Cr | 1 | Accepted-AOC accept |
| 2 | Rejected-Technical | - | - | Rejected-Technical Reject |
Tender Value
Refer Docs
EMD Value
₹3.0 L
Closing Date
2 Dec 2022, 5:00 pmClosed
EXECUTIVE ENGINEER MD UJS DEHRADUN
OFFICE OF EXECUTIVE ENGINEER MD UJS DEHRADUN
Palio Nathuwala Water Supply Scheme of District Dehradun Construction of OHT, Including Supply, Installation, testing, commissioning of Tubewell, Rising Main, Distribution System, Pumping Plant and related works etc complete under Jal Jeevan Mi
2022_UKJS_51821_8
3552/E-tender notice/2022-23 Date 14-11-2022
Open Tender
Civil Works - Water Works
Turn-key
180 days
Dehradun
Please refer Tender documents.
3 documents required · 3 mandatory
₹4,720
EXECUTIVE ENGINEER MD UJS DEHRADUN
₹3.0 L
OFFICE OF EXECUTIVE ENGINEER MD UJS DEHRADUN
18 Jul 2023
17 Nov 2022
3 Dec 2022
17 Nov 2022
2 Dec 2022
27 Nov 2022
22 Nov 2022
Palio Nathuwala Water Supply Scheme of District Dehradun : Construction of OHT, Including Supply, Installation, testing, commissioning of Tubewell, Rising Main, Distribution System, Pumping Plant and related works etc complete under Jal Jeevan Mission Program.
(Source) & Related Components- Tube well Assembly - Preparing & Lowering of Tube Well Assembly Starting From G.L to the Required Depth as per unit estimate. Including Cutting, Welding etc. as Required at Site With Complete T & P Required for Proper Completion of Work. Drilling of Bore by heavy duty direct rotary rig machine in Alluvial, Boulders, Pebbles, Rocky Stone, Sticky Clay etc. From Ground Level Upto Entire Depth for 300 mm dia linear assembly complete as per items of unit estimate.
Supply of Energy Efficient Submersible Pumpsets of various duty parameters, Make KSB - Tubewell - Zone 1 (spear Pump of 500 LPM dischage at 90 m head with 25 HP electric motor (TW to OHT-100KL in zone-1)
Tubewell - Zone 2 ( Pump of 500 LPM dischage at 95 m head with 25 HP electric motor (TW to OHT-100KL in zone-2)
Supply, Installation, Testing and commissioning (SITC) on turnkey basis for Fully Automatic Pump atomation control panels of different capacities having intelligent unit having FIELD PROGRAMMABLE LOGIC CONTROLLERS based SCADA Operated Pump Motor Start, Run Control Protect against Faults Automatically operated Control & management system for supervisory Control and data Acquisition System at punching water supply schemes & Two years Free of cost A. M. C for warranty period of following duties as per specifications sheet enclosed & suitable for integration in the existing system including cartage from work of manufacture upto site of work:- - 25HP
Pumping Plant accessories for tube wells including earthing material, piping & valves, gauges, required tools for maintenance, chain pully block, 2 ton capacity, rubber resistance sheet, testing of plant at site and painting entire insttlalation etc. as per unit estimate complete.
Supply and installation testing and commisioning three phase digital rolling contacts servo voltage stabilizers suitable for unbalanced voltage and unbalanced load including fixing of proper size copper lungs on input and output cables on both ends at different sites on tumkey basis including five year cost free maintenance input voltage 280V 460V (phase to phase) Servo voltage stabilizers 300-460-415V 40 KVA (FOR 63 KVA) For Zone-2
Industrial Grade electrification of Pump House and Pump House Camps with Copper wiring in UPVC conduit.
IOT Based Monitoring System including all Pressure Sensor, Mechanical flow Meter Sensor,Chlorine Sensor with all including accessories.
Supply & Installation of Electronically controlled,Electrically actuated,diaphragm operated,chemical metering pump,wall mounting suitable for deliveing up to 6 Litres of chemical solution/sodium hypochlorite solution per hour under maximum delivery pressure up to 6.0KG/cm2 and suction lift not less than 1.5 meter with accessories.
Earthing with copper earth plate 600mmx600mmx3mm thick including accessoreis and providing masonary enclosure with cover plate having locking arrangement and watering pipe of 2.7m long etc with charcoal/coke and salt as reqired
Supply of PVC sheathed/XLPE pawer cable of 11 KV grade of 120 Sq mm size zone-2
Laying of one number PVC insulted and PVC sheathed/XLPE pawer cable of 11KV grade of 120Sq mm size direct in ground including exavation sand crushing protective covering and refiling and refling the trench etc as required
P/F of solar light including solor module 12V 60W Solar battery Box Copper wire etc complete
Supply of 100mm dia 5.8mm thick flanged heavy duty MS D/F piipe 2 Nos ISI gate valve reflex valve bend MS D/F pipe etc as required
Supply & fixing 2x3x16mm submersible cable conferming to IS 694;1990
Installation testing and commissioning of pumping plant and accessories as required
Supply of 125mm dia 5.6mm thick flange heavy duty MS column pipe
Supply of 25mm thick rubber resistance insulted sheet of size 2mx1m
Supply of ACTARIS bulk water meter module woltex class -B magnetically coupled pre equipped for remote reading 150mm size
Providing and fixing gun metal non-return valve of approved quality(80mm nominal bore)
Raw Water Rising Main & (OHT/ GLSR / CWR)Outside Village Water Supply Works - Pump House - Supply of all Materials, Labours, T&P etc. and construct a New Pump House with size (3.60 m x 3.0 m) as per design and drawings, including cost of all Labour & Fittings all complete.
Supply of all Materials, Labours, T&P etc. and repairing of Existing Pump House. And choloronome room of Zone-1
Provide all Materials, Labour, T & P etc and Construct Boundary Wall 2.00 m Height & Iron Grill Over it, All Round the Tube Well & O.H.T Campus to prevent the approach of unauthorised souls.
Provide all Materials, Labour, T & P etc and construct 3.60 m Wide Entrance Gate with Gate Pillars for controlling approach to the area.
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (GRAVITY MAIN) - Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
PROVIDING AND LAYING OF PIPES (GRAVITY MAIN) - D.I. pipe conforiming to IS:8329/2000 - Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full length S&S Centrifugally Cast (Spun) Ductile Iron Pipes by overlap fusion joint including supply of 'EPDM' rubber gaskets conforming to IS:5382-1985 with testing of pipe line complete.- DI pipe S&S K-9 - 100 mm dia DI K-9 Pipe
supply of specials @10% of the cost of pipes at SI No 1
Supplying of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.- D.I. Sluice/ Gate Valve - Pressure PN 1.0 - 100 mm dia
125 mm dia
Installation, testing and commissioning of DI Valves as per engineering norms anywhere in uttarakhand.- D.I./C.I Sluice/ Gate Valve - 100 mm dia
125 mm dia
Supplying of Air Valves as per engineering norms of approved quality with bolts, nuts, rubber insertions etc. complete anywhere in uttarakhand - CI Double Acting Air Valve - 80 mm Diameter
Installation, testing and commissioning of Air Valves as per engineering norms anywhere in uttarakhand.- D.I. / C.I. Air Valve along with Isolating valve - 80 mm Diameter
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
Constructing masonry Chamber 450x450 mm for air valve with a floating coat of neat cement complete as per standard design with F.P.S Bricks
Providing & Fixing Woltex Woltman type Bulk water meter (upto 50 degree celcius tempreture) removable mechanism type, magnetically coupled having dry dial, hermetically sealed tantalizer including C.I.Strainer etc complete.- At Source - 100 mm
CWR/ GLSR - Supply of all materials, labour, T&P etc and construction of R.C.C. CWR of following capacities ( in kiloliters ) with M.S. ladder outside & inside of the tank, M.S. M.H. cover with locking arrangement, supply and fixiing of outlet, inlet, over flow and wash out pipes with necessary sluice valves, pipe pieces (including cost of materials) flooring 0.60 M wide apron, painting on tank body vertical pipes, ladder, M.S. M.H. cover etc. complete with approved water proofing (apex) / enamal paint, testing, filling water for testing purpose etc. including supply of vertical pipes and specials, assuming bearing capacity as 8MT/M2 - Zone-2 100KL/12.0 M
Additional rates for staging per meter height beyond 12 m height including cost of all metrials, labour, shuttering, scaffolding T&P complete. - 100KL/24.0 M (Extra over 12m,12m)
Repairing cost of the OHT - ZONE-1 100KL capacity
Thrust Block (Details attached as separate estimate)
Testing of pipe samples
Cartage of pipe and specials from rail head to site of work complete
Distribution Network & Related Components - Dismantling of Road - Dismantling of flexible pavements and disposal of dismantled materials upto alead of 100 m, stacking serviceable and unserviceable materials separately as per Technical Specification Clause 202 (Considering 20%)
Dismantling of cement concrete pavements 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 upto a lead of 1000 m, stacking serviceable and unserviceable materials separately (Considering 30% Length)
Restoration of Road - Construction of Un-reinforced, Cement concrete pavement, thickness as per design, over a prepeared sub base with 43 grade cement or any other type PCC Grade M-30, coarse and fine aggregates conforming to IS: 383,maximum size ofcoarse aggregate notexceeding 25 mm,mixed in a concrete mixer of not less then 0.2 cum capacity and appropriate weigh batcher using approved mix design, laid in approved fixed side formwork (Steel channel, laying and fixing of wedges, steel plates including levelling the formwork and laying and fixing of 125 micron thick polythene film, as per drawing), spreading the concrete with shovels, rakes, compacted using needle, and plate vibrators, finished in continuous operation and curing of concrete slabs for 14 days, using curing compound where specified and water finishing to lines and grade as per drawings and technical specifications.
EARTHWORK FOR CUTTING, FILLING AND DISPOSAL OF SURPLUS EARTH (DISTRIBUTION MAIN) - Excavation in soil mixed with shingle bouldres etc. requireing the use of specials T&P, if any, for pipe line trenches including lift up to 1.5M and lead up to 30M with back filling,waterring and ramming of Excavated earth in the trenches.(25% of Total Quantity)
PROVIDING AND LAYING OF PIPES (DISTRIBUTION MAIN) - Providing of all materials, Carting from site store to site of work, Laying & Jointing of G.I screwed pipes (including supply of all jointing materials like specials, white lead, hemp and oil etc) in trenches with its cutting, threading and testing of pipe line etc complete. G.I. PIPE CONFORMING TO IS : 1239(PART-1) Medium Duty (Class 'B') - 15 mm dia
20 mm dia
25 mm dia
32 mm dia
40 mm dia
50 mm dia
HDPE pipe for water supply conforiming to IS:4984-1995 - Proving of all materials, carting from site store to site of work, lowering into trenches with true to alignment, Laying & Jointing of full lengths of HDPE pipes, completion of work with testing of pipe line including supply of Jointing materials & specials.- PE-100, Normal Pressure(PN)-8in 8 kg/cm2 - 63 mm dia pipe
75 mm dia pipe
90 mm dia pipe
110 mm dia pipe
interconnections of new pipeline to existing pipe line including necessary cutting supply and installation of reqiured specials fitings all as per direction of engineer in charge for dia 100-125mm(All Zones)
Valves & Valve Chambers (DISTRIBUTION MAIN) - Supplying of DI Valves Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts, nuts, rubber insertions etc. anywhere in uttarakhand.- D.I. Sluice/ Gate Valve - Pressure PN 1.0 - 50 mm dia
65 mm dia
80 mm dia
100 mm dia
125 mm dia
Installation, testing and commissioning of DI Valves as per engineering norms anywhere in uttarakhand.- D.I. / C.I. Sluice/ Gate Valve - 65 mm dia
80 mm dia
100 mm dia
125 mm dia
Supplying of Sluice Valves (Scouring purpose) Including Carting the same upto the site of work as per engineering norms (with cap) complete with bolts nuts, rubber insertions etc. anywhere in uttarakhand - D.I. / C.I Sluice Valve (Scouring purpose) (PN-1.00) - 80 mm Diameter
Installation, testing and commissioning of Sluice valve (Scouring purpose) as per engineering norms anywhere in uttarakhand.- D.I. / C.I Sluice Valve (Scouring purpose) (PN-1.00) - 80 mm dia
Supplying and Fixing of Fire Hydrant Valve IS 5290 (Flanged) Including carting the same upto site of work and fixing the same and water supply line Including the cost of valves,specials,labour and T&P Complete in all respect. - 80 mm diameter
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For different types of valves.
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For in line pressure Transmeter in distribution network.
Constructing masonry Chamber 60x60x75 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep ( inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) , i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5
Providing & Fixing Woltex Woltman type Bulk water meter (upto 50 degree celcius tempreture) removable mechanism type, magnetically coupled having dry dial, hermetically sealed tantalizer including C.I.Strainer etc complete.- At Outlet of OHT - EMF 100 for DN 100 mm
Constructing masonry Chamber 90x90x100 cm inside, in brick work in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valve, with C.I. surface box 100 mm top diameter, 160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size ), i/c necessary excavation, foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size ) and inside plastering with cement mortar 1:3 (1 cement : 3 coarse sand) 12 mm thick, finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S.(non modular) bricks of class designation 7.5. For in line pressure Transmeter in distribution network.
Supply of all labour, material required for restoring of existing house connection which might be damage during excavation and also shifting all existing connection to new water supply system from existing water supply system complete as per unit estimate and directed by Engineer in-charge. 15 mm size water connections.(Considering 20% of 2020 Households)
Providing and making New house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete with earthwork, road cutting with restoration works
Providing of all materials carting from site store to site of work laying and jointing of G I screwed pipes (including supply of all jointing maetrials like specials white lead hemp and oil etc) in trenches with its cutting threading and testing of pipe line etc . and making New house service connections from water supply distribution GI pipe line upto water meter chamber inside the property using GI pipe including supply and fixing of electrofussion saddle ,brass ferrules elbow, ball valve etc complete .GI pipe conferming to IS 1239 PART-1 heavy duty class c it will be used for those house which are located beyond 7 meter from taping point 15mm dia
Providing and erecting 2.00 metre high temporary barricading at site; each panel of size 2.50mx2.00m made of 40x40x6mm angle iron or 50x50x3mm hollow MS tube osts/horizontal members/ bracings covered with 1.63mm thick MS sheet. The sheet shall be fixed with 30x5mm MS flat by suitable welding/riveting. The panels shall be made so that gap of 50cm above the ground is available making overall height as 2.5m.
stage.html
html • 0.04 MB
tech_eval.pdf
boq_comp_chart.xlsx
xlsx
fin_eval.pdf
aoc.pdf
Tap a document below to read it instantly. You can also download everything as a ZIP if you prefer.
details.html
html • 0.03 MB
Download all tender documents and submit your bid
Disclaimer: TenderKart has made every reasonable effort to ensure that the information on this page is accurate and authentic, however it cannot be held liable for any third-party claims or losses or any damages. TenderKart makes no warranty, expressed or implied, as to the results obtained from the use of this information. If you notice any error or omission, please let us know at .