Odisha Lift Irrigation Corporation Limited Tender
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Odisha Lift Irrigation Corporation Limited - OLICL Tender
Electrical and Electronics
Electrical Works
Eprocure
Opening Date4 Sep 2024
Closing Date9 Sep 2024
Tender Amount₹ 25,12,000
Costs
EMD
₹ 25,120Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_OLIC_104280_32Bid Award Id
ViewTender No
1176/09.08.24Tender Authority
Odisha Lift Irrigation Corporation Limited ViewPurchaser Address
-Website
http://tendersodisha.gov.in
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Documents
BOQ Items
Cement concrete ( 1:2:4) with 12 mm size h.g Chips as per direction of engineer-in-charge.
7.95
55644
7001.01
Rigid and smooth centering and shuttering for RCC work including false work and dismentalling them after casting including cost of materials complete in Column beams,Roof slab,Plinth Bend
70.73
37701
533.03
Supplying, fitting and placing oncoated HYSD(TISCON) bar reinforcement complete as per drawing and technical specification including cutting , binding , bending and cost of binding wire.
6.02
43639
7245.41
Brick work with C.B. Brick 25cm x 12cm x 8cm size having crushing strength not less than 75kg / cm2 with dimensional tolerrance + 8% in cement mortar (1:6) in foundation & plinth etc. complete as per the Engineer-incharge.
20.75
97669
4707.42
12mm thick cement plaster ( 1:6 ) over brick masonary
132.81
23021
173.34
20mm thick cement plaster (1:6) over stone masonary
13.02
3744
287.62
Random Rubble stone masonary in cement mortar (1:6) in foundation and plinth etc complete as per the direction of the Engineer-incharge.
11.38
48019
4220.02
Filling F & P with excavated materials, moorum including watering and ramming as directed by the engineer-in-charge
25.89
3879
149.83
White washing three coats with shell lime
82.78
1901
22.97
Priming one coat to pillar and walls
24.83
468
18.86
Distemepring two coat to pillar and walls
24.83
644
25.96
Earth work in hard soil or gravelly soil with 50m initial lead and 1.5m initial lift including rought dressing and breaking clods to maximum 5cm 5cm to 7cm and laying in layers not exceeding 0.3m in depth and as per direction of the Engineer-In-Charge.
10
2225
222.52
Dry brick rammed to 10 cm thickness
11.1
2201
198.32
2.5 cm A.S flooring with C.C(1:2:4) includijg punning
11.1
3778
340.38
Priming Iron door & window
4.75
337
71.1
Painting 2 coats on Iron door with paint
4.75
830
174.68
Earth work in slushy soil (in water upto 0.6m depth requiring the aid of pans and vessels) with in 50m initial lead and 1.5m initial lift as per approved by the Department.
10
2299
229.98
De-watering of fouindation trench in slushy soil using 5 HP diesel pump on hire
8
640
80
Rough Stone dry packing in approns and revetments with hard granite stone (15 cm to 30cm)
1.35
2381
1764.28
Supplying of 200 mm dia High Density Polytethylene Pipe (HDPE) PN-4(PE 80) of straight length of 6(six ) meter for portable water suppliers conforming to IS-4985/2016 bearing ISI marks for required working pressure and the specification and manufacturer name should be prominenity marked on body of each pipe as per the latest Amendment of IS 4985. Pre & Post delivery Inspection are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET ,Bhubaneswar / EPM ,Orissa , Bhubaneswar necessary approval of authority including transporotation and laying at site all complete .
540
359521
665.78
Supplying of 160 mm dia High Density Polytethylene Pipe (HDPE) PN-4 (PE 80) pipe,of straight length of 6(six ) meter for portable water suppliers conforming to IS-4985/2016 bearing ISI marks for required working pressure and the specification and manufacturer name should be prominenity marked on body of each pipe as per the latest Amendment of IS 4985. Pre & Post delivery Inspection are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET ,Bhubaneswar / EPM ,Orissa , Bhubaneswar necessary approval of authority including transporotation and laying at site all complete .
540
230990
427.76
Earthwork in excavation of foundation in hard soil such as Hard stiff clay,stiff black cotton,hard red earth, shales, moorum ordinary gravels etc within50m. Initial lead and 1.5m. Initial lift including rough dressing and levelling the bed and depositing the excavated materials within initial lead at nearby the worksite for reuse including breaking clods and stacking rubble for spreading and leveling as the case may be etc complete as per direction of the Engineer-in-charge. (Excavation by mechanical means 60% & manually 40%) for HDPE Pipe line
664.2
82168
123.71
Filling in F&P with excavated materials in layers not exceeding 0.30m including breaking clods within 50m. initial lead including leveling the tranches as the case may be etc complete as per direction of the Engineer-in-charge.(Quantity by means of Mechanical 60% & mannually 40%) for HDPE Pipe line
664.2
45650
68.73
Cost of laying & fitting charges of under ground pipe line with 200 mm dia HDPE pipe PN-4(PE 80) including all
540
240359
445.11
Cost of laying & fitting charges of under ground pipe line with 160 mm dia HDPE pipe PN-4(PE 80) including all
540
175527
325.05
Cost of supplying and fixing in proper place and position including required size full threaded TVS nut bolt with CC(1:2:4) as per site condition
4
200
50
10 HP/7.50 KW Energy efficiency Monoblock pump set of total head 18 mtrs having discharge 1700 LPM with squirrel cage induction motor fitted with bronze impeller TB-2 of IS 318/1981, companion flanges & Class "F"insulation suitable for operation 415 volt +6%-15% 3 phase, 50Hz AC poweer supply suction/deliveery= 100mmx100mm with BEE 3 Star rated energy efficiency Pump & as per IS-9079/2002 with overall efficiency 62 to 65% of reputed brand having wide dealership net work for easy availability of spares confirming to IS specification as given below: a) Casing:FC 200 as per IS 210/1978 b) Impeller: Bronze grade LTB - 2 of IS 318/1981
c) Shaft: High carbon steel grade 40 c 8 of IS 1570(part 2)
d) Gasket: As per IS 5120/1977.
NB: Pump set to be tested at PTL, OLIC , Bhubaneswar at random at contractor's cost.
1
38059
38059
Cost of 10 HP control panel with Auto Star Delta Starter, 63 Amp MCB, 5 KVAR Capacitor fitted inside the Irrigation Panel box with locking arrangement made out of 18 gauge CR sheet.
NB: Starter will be sent to PTL, OLIC, Bhubaneswar at random for necessary testing at the contractor's cost.
1
14878
14878
Motor hood cover of 18 gauge C.R. sheet(18"x18"x24") with double coat painting over one coat primer so as to cover the motor
1
721
721
MS Base plate for fitting of pump as per sample
1
1004
1004
MS Base plate for fitting of pannel as per sample
1
993
993
3 x 10 sqm Tarpodar Cable XLPE (Cross like polythylin) confirming to IS - 7098 (Part - II) including laying below 1 mtr of the ground & fitting the excavated materials including watering & ramming.
30
3390
113
Supply ,fittintg and placing of 100mmdia Nominal Bore GI pipes having wall thickness 4.5mm electrical resistance welded of medimum class confirming to IS-1239(part-I /2004) with latest amendments ,screwed at both ends as per IS-554 socketed at 1 end and other end protected with plastic threaded protector .The socket confirming IS -1239 (Part-II/1992) with latest amendments in rendom length of 4 to 7 mtrs.Each pipe should bear ISI certification and manufacturers name /trade mark.
18
22257
1236.53
Letter writings over display Board including painting with enamelled paint .Including cost of materials as per the direction of the Engineer-in-charge.
1
1500
1500
Labour charges for fitting ,fixing of suction ,delivery fitting including M.S Tee set ,NR valve, Switch valve and Air release valve etc minor welding transportation of materials to site etc. including nut, bolt rubber insallation etc complete.
1
5000
5000
100mm dia C.I.screw base foot valve (Kirloskar make preferbely ) with ISI mark.
1
1159
1159.34
100mm dia G.I. bend IS No 1239(Part-II/1992)
4
3306
826.53
100mm dia G.I.flange IS No 6392/1971
14
6109
436.41
100 mm dia C.I.N.R valve IS No 5312(Part-I) with ISI mark
1
6081
6081.68
100mm dia C.I.sluice valve IS No 14846-2000(Part-I)
1
6897
6897.12
50mm dia C.I.A..R Valve IS Mark 14845(SI)with 1 mtr long G.I.Short piece with saddle
1
2479
2479.58
2000mm dia HDPE L-Bow (spigot design 6 kg) confirming to PL-R HDPE-IS 2016 F
1
1336
1336
200x200x160 mm HDPE Tee (spigot design 6 kg) confirming to PL-R HDPE-IS 2016F
5
13293
2658.69
200x200x2000 mm HDPE Equal Tee (spigot design 6 kg) confirming to PL-R HDPE-IS 2016F
1
2051
2051.72
200mm dia HDPE end cap confirming to PL-R HDPE-IS 2016 F
1
295
295.16
100x100x25 mm dia GI Tee for Priming with locking arrengement.
1
657
657.92
200x100mm HDPE (spigot design 6 kg) reducing socket
1
629
629.16
160mm dia HDPE end cap (spigot design 6 kg) confirming to PL-R HDPE-IS 2016 F
5
588
117.62
160 mm dia HDPE L-Bow confirming (spigot design 6 kg) to PL-R HDPE-IS 2016 F
1
761
761.21
160x160x160 mm HDPE Equal Tee (6 Kgf/sqm) confirming to PL-R HDPE-IS 2016F
2
1946
973.15
200x160mm HDPE (spigot design 6 kg) reducing socket
1
629
629.16
150 mm butterfly valve
4
41010
10252.63
160 mm slipon flange
8
2592
324.01
160x160x 110 mm dia weldless G.I.Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc complete
14
69428
4959.16
Cost of welding, for fitting of G.I.pipe ,G.I.bend, G.I. flange etc.
1
2394
2394.67
Cost of 2 Nos Iron gate with locking arrangement & 2 Nos ventilator fully painted
120
18000
150
Documentation for Water sharing agreement, Electrical agreement of Pani panchayat, list of Photographs (Pre Installation & Post Installation) power supply work such i.e sub station, H.T Line , L.T Line and water trialed from distribution box etc.
1
1000
1000
Construction of 3 phase 11 KV line as per REC standard confirming to RE Rules 1956 with 300 Kg 9 M long PSC Pole support in 60 M span, 55 Sqmm Conductor, 11 KV "V" Cross arm , with required No.of 11 KV T & C Disc.Insulators & 11 KV Pin Insulators, Carping & Padding of Poles, Danger Board at each Pole, Anti Climbing Devices, Stay Set at Bending point & Double Stay at end point with 18 mm G.I. H.T Stay , concreting of Stay with Anchor plate, guarding at Road crossings etc.including cost of all materials, labour ,transpotation,inspection & commissioning etc.complete.
0.9
476275
529195
Construction & erection of 11 / 0.416 KV, 25 KVA , (3 star rated transformer) D.P.Substation confirming to RE Rules 1956, mounted on 2.44 Mtr long structure , supported in 300 Kg 9 Mtr long PSC pole, transformer hard channel & top channel made of 2.8 M long 100 x 50 x 6 mm M.S.Channel, Transformer belting on 2.80 M long 50 x 50 x 5 mm M.S.Angle, (all REC SPN.Std.F-3) with all accessories like 3 pole 11 KV HG Fuse(F-5) & A.B.Switches(F-9) both mounted on 2.8 M long 75 x 40 x 6 mm M.S.Channel and supported by 1.0 M long 50 x 50 x 5 mm M.S.Angle , with 3 No. 11 KV Lightening Arrestors & Distribution box for 63 KVA S/S, Pipe earthing (F-2) , including cost of 50 Sqmm 3.5 Core HDPE Cable carpping & padding of Poles, Danger board at each Pole, Anti Climbing Devices & all other necessary fittings i.e. required size Nuts & Bolts, Brackets, Cable, Cable Sockets etc.including metal & sand spreading with cost of all materials, labour , transportation complete as per the estimate of South Co. with liasioning for testing inspection & commissioning.
1
253137
253137
Electrical Earthing with 40 mm dia medium duty GI earthing pipe each 3 m long with installation including cost of all materials like GI flange chorcoat, salt etc. as required as per I.E Rule
2
7000
3500
Labour charges for electrical installation with supply of electrical petty materials like 4 sq mm flexible wire, Black tape, Fuse wire,Condute pipe etc.
1
3000
3000
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