Uttarakhand Jal Sansthan Tender
View complete overview of Uttarakhand UJS Tender
Uttarakhand Jal Sansthan - UJS Tender
Civil And Construction
Civil Works Others
Eprocure
Opening Date5 Dec 2022
Closing Date27 Dec 2022
Tender AmountRefer Documents
Costs
EMD
₹ 5,39,295Document Cost
₹ 5,900Tender Fee
Refer Documents
Description
Scription for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user this is tender description for unregistered user
Contact
Tender Id
2022_UKJS_52306_5Bid Award Id
ViewTender No
266/E-Niniva/2022-23 dated 11.11.2022Tender Authority
Uttarakhand Jal Sansthan ViewPurchaser Address
-Website
http://http://ujs.uk.gov.in/
GEM & Bid Advisory Services
Get portal registration, tender bidding, product/service listing or vendor/MSME certification services at a nominal cost
BOQ Items
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Construction of Rapid Sand Filter of 0.60 MLD of 2 unit filter beds of 1.80 X 2.30 mtrs = 4.04 sqm. each including supply of all material, labour, T&P etc complete
1
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Supply of all material, labour T&P and construct Flocculator unite as per drawing and design
1
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Supply of all material, labour T&P and construct Settling Tank of 350 KL as per drawing and design
1
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Supply of all material, labour T&P and construct Alum dosing-cum mixing chamber of .90M X.90M X1.0M size as per drawing and design
1
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Supply of all material, labour T&P and construct 40 KL Back wash tank as per drawing and design
1
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100 mm dia GI medium class perforated pipe having 10 mm dia holes 25 mm apart incluidng supplu of all amterial labour T&P etc complete
3
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Provision of temporary divrsion of rive water to protect the excavation and other work etc
1
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Provision of approach bridfe for pump house of minimum load bearing capacity of 1 Tonne per sqm ( mininmum span 9 M) with RCC calumn Abutement including all materials labour T&P etc compete
8
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Provision of approachRoad for concstuction of infilteration well
770
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Investigation, design and construction of following RCC SUMP / semi sunk reservoir including testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc, complete. Structural design should be from IIT or equivalent institution. (Cap. in 130 KL)
1
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Providing of all materials, carting from site store to site of work, Lowering into trenches with true to alignment, Laying of MSERW Pipes grade Yst 210, Jointing by electric welding process with proper grade of electrodes suitable for jointing of water supply lines(Ador, L&T or equivalent electrodes) by cutting of pipes and making required bends by welding, completion of work with testing of pipe line etc complete. All 4.80 mm and 3.20 mm thick MSERW Pipe.
a) 125 mm 3.2 mm thick
150
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b) 125 mm 4.8 mm thick
2200
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c) 100 mm dia
920
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d) 80 mm dia
1200
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e) 50 mm dia
750
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f) 40 mm dia
5202
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g) 32 mm dia
1608
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h) 25 mm dia
1282
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Earth work in excavation by mechanical means (Hydraulic Excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan) including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m. For pipe line in following strata including supply of labour, T&P. etc complete. Assuming that 90% pipe line is laid in trenches, it is estimated that 75% excavation will be in soil mixed with shingle, bajri & boulders and rest 25% will be in medium rock.
a) In soil mixed with boulders
1797.12
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b) In soft rock
599.04
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Cartage of following pipes, specials & fittings from Kotdwar to site store for proper completion of works.
A) 125 mm 3.2 mm thick
150
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b) 125 mm 4.8 mm thick
2200
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c) 100 mm dia
920
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d) 80 mm dia
1200
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e) 50 mm dia
750
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f) 40 mm dia
5202
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g) 32 mm dia
1608
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h) 25 mm dia
1282
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Supply and fixing of the following fittings including cartage of materials, labour and T&P etc. complete.
A) for8 0 mm dia
1
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b) for 50 mm dia
2
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c) for 40 mm dia
4
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d) for 32 mm dia
2
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e) for 25 mm dia
2
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Supply of all materials, labour and T&P etc. and construct following valve chambers as per type design.
Wheel Valve Chamber 45cm x 45cm size
11
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Supply of all materials, labours, T.&P. etc. and construct Anchor Blocks as per type design complete.
A) 1.30 m X 1.30 m X 1.30 m
1
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b) 1.40 m X 1.40 m X 1.40m
1
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c) 1.60 m X 1.60 m X 1.60m
1
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d 1.80 m X 1.80 m X 1.80m
1
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Investigation, design and construction of following RCC CWR / semi sunk reservoir including testing, cost of all pipes & fittings, supply and cartage of all material, Labour and T&P etc, complete. Structural design should be from IIT or equivalent institution. (Cap. in KL) a) 75 Kl
1
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b) 30 Kl
1
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c) 25 Kl
1
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d) 22.50 Kl
2
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e) 12.50 Kl
1
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e) 5.00Kl
1
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Supply and installation of bucket type chlorinator of 25 liters capacity including bleeching powder solution doser, chloroscope kit with stop cock & iron cage fabricated with 25 mm x 25 mm square mesh with locking arrangements below dozer to protect flexible pipe connection with CWR complete with all arrangements in position.
1
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Providing Functional House hold tap Connection (FHTC) from exiting supply main to House hold including with Laying & Jointing of 15 mm G.I Pipe (Medium)line including Excavation of Earth work upto Requried depth , Plain Cement Concret etc, including all materials and Labours etc as per direction of Site Encharge for Proper completion of work.
229
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Investigation, design and construction of following Pump House including testing, cost of all materials & fittings, supply and cartage of all material, Labour and T&P etc, complete. Structural design should be from IIT or equivalent institution.
1
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Investigation, design and construction of following Staff quarter Type_I including testing, cost of all materials & fittings, supply and cartage of all material, Labour and T&P etc, complete. Structural design should be from IIT or equivalent institution.
1
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Protection works-----R.R.1:6 Stone masonry
221.28
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Protection works-----R.R.dry Stone masonry
213.38
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P.C.C 1:4:8
30.36
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At Infilteration well SITC of suitable 987 LPM 32 mtr head slow speed raw water multistage vertical pump with suitable motor inculding base frame for motor/Pump foundation, Cupling, Cupling gurd, Suitable accessories Pin bush, Nut Bolt, T&P labour etc complete
2
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SITC of Suitable Autometed Control pannel for above motor including base frame with suitable foundation, accessories ,T&P, labour etc complete
1
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SITC of Suitable cable, cable trenchs for above motor with suitable accessories M.S fabrications cable glands, drains, T&P ,labour etc complete in supervison of Engineer encharge
2
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SITC of Suitable sluice valves in sanction and dilivery points and Non Return valves in dilevery point with all accessories, Nut Bolts, Packing sheet, Flanges, labour, T&P etc Complete in supervision of Engineer Incharge
1
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At MPS SITC of 493 LPM 502 mtr head suitable high speed multistage centrifugal pump with suitable motor inculding base frame for motor/Pump foundation, Cupling, Cupling gurd, Suitable accessories, Pin bush, Nut Bolt, T&P, labour etc complete
2
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SITC of Suitable Autometed Control pannel for above motor pump including base frame with suitable foundation accessories T&P labour etc complete
1
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SITC of Suitable Cable and cable trenchs for above motro with suitable accessories, M.S fabrications ,cable glands, drains,T&P, labour, etc complete in supervison of Engineer encharge
2
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SITC of Suitable sluice valves in sanction and delivery points and Non Return valves in dilevery point with all accessories, Nut Bolts, Packing sheet, Flanges, labour, T&P etc Complete in supervision of Engineer Incharge
1
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8.5 mtr. Long ST Pole SP-23 (Bottom Portion hot dip)
16
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MS Channel 100 X 50 X 6
190
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MS Angel 65 X 65 X 6 (Cross Brasing Set)
240
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MS Angel 75 X 75 X 6 (Road Crossing)
95
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11 KV Polymer Pin Insulator with pin
27
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11 KV Polymer Disc Insulator B&S Type
51
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11 KV Disc fitting B&S Rabbit/Weasel 45 KN
51
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Stay Set 16 X 1800 mm
42
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Stay Wire 7/10 SWG
210
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Earthing Rod MS 20 X 2500 mm
10
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GI Wire 5mm/6 SWG
135
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GI Wire 3.15 mm/10 SWG
30
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ACSR Weasel Conductor
3553
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LT XLPE Cable AL1X70sq mm PVC
160
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T/F 11/0.4 KV 100 KVA New
1
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11 KV G/O Switch
1
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9KV 5KA L.A
3
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Earth Wire GI 7/1.6mm 16 SWG
130
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GI Earthing Strip 35 X 6 mm
30
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Earth Wire Clamp with Nut and Bolt
9
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PP & Clamp SP-23 with Nut and Bolt
17
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Bracing Clamp with Nut and Bolt Bottom
14
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Bracing Clamp with Nut and Bolt Top
14
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Stay Clamp with Nut and Bolt
42
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Safe Carriage of following material from store center Srinagar to road side of work by Pvt. Vehicle including Loading and Unloading at both ends
ST Pole 8.5 M 410 SP-23
16
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Stock Material (Channel, Angel, Conductor, Cable Stay, GI Wire, etc.)
24
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T/F 11/0.4 KV 100 KVA New
1
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St Pole 8.5 M 410 SP-23
16
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Stock Material (Channel, Angel, Conductor, Cable Stay, GI Wire, etc.)
24
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T/F 11/0.4 KV 100 KVA New
1
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Excavation of Earth for pole pit size 0.9X0.6X1/6 of full length of pole for errection of pole in all type of soil including proper dressing of sides and remming of bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work. SP-23 Pole 16 Nos. X 0.765 = 12.24 Cum.
12.24
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Erection of D/P on ST Pole SP-23 wuth fixing of all fitting and fixtures for 11 KV line Complete.
8
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Grouting of Pole in size 0.45X0.45X1/9 of the support in cc 1:4:8 including cost of cement, sand and stone ballast with back filling of soil and boulders in pit and remming with proper alignment. SP-23 Pole 16 Nos.X 0.19 = 3.04 Cum.
3.04
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Fabrication of M.S. Channel/Angel iron after cutting in required sizes with drilling of hole upto good finish complete.
525
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Muffing of Poles with CC 1:3:6 Block and 45 cm Height from ground level including cost of ballast, cement and sand etc.
16
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Excavation of Earth for stay pit of size 0.6X0.6X1.2 in all type of soil including proper dressing of sides and remming of bottom including getting out the excavated soil and disposal of surplus excavated soil as directed complete work. (42 NosX0.432 = 18.144 Cum.)
18.14
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Binding, Nozelling and Grouting of Stay complete including Grouting of Stay in CC ratio 1:4:8 and all other supporting works.
42
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Grouting of Stay in size 0.6X0.6X0.3 of the support in cc 1:4:8 including cost of cement, sand and stone ballast with back filling of soil and boulders in pit and remming and proper alignment (42 Nos X 0.108 = 4.536 Cum.)
4.54
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Earthing of supports by MS earth rods of 2.5 Mtr. Long including excavation of pit and digging of MS rod to proper depth and connection the earth electrode with the help of earth wire.
10
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Laying, Spreading, Stringing and Sagging of ACSR Weasel conductor for 11 KV line in 3 phase with GI Earth wire complete with binding and jumpering etc. including all supporting works.
1.15
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T-Off Connection complete
1
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Gaurding for 11 KV line including all supporting works
2
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Providing and Fixing of Danger Board Complete (including cost of all material)
8
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Installation of 11/04KV 100 KVA T/F on D/P with making LT/Ht connection jumpering etc. complete with body and neutral earthing.
1
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Mounting and Fixing of TPMO on double pole structures including making of connections complete work
1
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Mounting and Fixing of L.A on double pole structures including making of connections by GI Strip size 35X6 mm to earth point (excluding cost of GT Strip)
1
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Route clearance by cutting of Tree Branches/ Pronning, Loping and Chopping of Tree for 11 KV line
1.1
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Testing of Pipe and other
8
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Godown and Hiring charges
6
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Advertisement board (SIZE 0.90 x 0.60 Mtr.)
4
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