Odisha Lift Irrigation Corporation Limited Tender
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Costs
EMD
₹ 55,011Document Cost
₹ 11,800Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_OLIC_102058_1Bid Award Id
ViewTender No
EE/OLIC/BGH-16/2023-24Tender Authority
Odisha Lift Irrigation Corporation Limited ViewPurchaser Address
-Website
http://http://www.odishalift.co.in/
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Documents
BOQ Items
Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge.
17.05
13880
814.13
Cement concrete (1:4:8) with 4cm size h.g.b. crusher broken metal of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc. complete as per the direction of the Engineer-incharge.
11.42
68017
5956.01
Brick work with Fly Ash 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.
a) In foundation and plinth
13.34
72451
5431.12
b) In Super Structure
9.1
50600
5560.5
RRHG Stone Masonary in C.M. (1:6)
8.47
39185
4626.4
Cement concrete (1:2:4) with 12mm size black h.g.b. crusher broken chips of approved quality from approved quarry with ramming watering and curring etc. complete including cost, taxes, royalty convence charge of all material to worksite, supply of cement T&P required etc complete as per the direction of the Engineer-incharge.
1.93
15964
8271.56
Rigid smooth centering & shuttering for R.C.C. works including false work & dismateling then after including cost of materials in ground floor complete an directed by the Engineer-incharge.
a) Plinth Bend
74.5
17640
236.78
b) Lintel
1.43
761
532.81
c) Chajah
1.04
704
677.37
d) Roof Slab
10.9
7383
677.37
R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28days using 12mm. Size clean black hard granite crusher broken chips of approve quality and from approve quarry including cost taxes conveyance charges of all materials to the worksite with supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
11.44
94626
8271.56
2.5mm thick A.S. flooring with C.C. (1:2:4) using 12mm size black hard granite crusher broken chips of approve quality for approve quorry including water and curring with cost taxes royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
7.5
2803
373.84
20mm cement plaster in cement mortar (1:4) finished smooth to stone work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
9.16
2446
267.09
12mm cement plaster in cement mortar (1:6) finished smooth to brick work after racking out joints including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
269.48
44868
166.5
Supplying, fitting and placing uncoated HYSD Bar rain for cement complete as per drawing and tachnical specification as per the direction of Engineer incharge.
10.45
83726
8012.15
Writing charges of required data on the wall of pump chamber/Transporency Pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge.
2
2000
1000
Cement punning over plastering including waterring and curring with cost, taxes, royalty and conveyance charges of all material to the worksite and supply of all labour and T&P required for the work etc complete as directed by the Engineer-incharge.
45.82
1722
37.6
White washing 3 coat with approve good stone lime including cost conveyance charges of materials including supply of labour, gum, indigo etc. required for the work complete as directed by the Engineer-incharge.
19.31
245
12.69
Supply fitting and fixing of Iron Door with Choukat
1
4000
4000
Supply fitting and fixing of Iron Window with Choukat
1
3000
3000
Painting 2 coats with approved shade of paint after a coat of primer including all cost
7.47
1534
205.4
Distempering two coats to walls with distemper of approved shade on new work to give an even shade after 1 coat of white washing
76.57
6013
78.53
20mm thick cement plaster (1:4) for grading plaster
14.1
3765
267.09
Supply, fitting and fixing of skylight
2
800
400
Cost of 250 mm Ø HDPE Pipe PN 6 (PE-80)
1008
1559940
1547.56
Cost of 200mm Ø HDPE Pipe PE 80-PN 4
1524
1014648
665.78
Transportation of 250 mm dia HDPE pipe from nearest approved manufacturing units as listed in EPM rate contract to village site of the project
1008
25542
25.34
Transportation of 200 mm dia HDPE pipe from nearest approved manufacturing units as listed in EPM rate contract to village site of the project
1524
32522
21.34
Supplying all materials, labour, T&P for jointing of 250 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge
1008
393271
390.15
Supplying all materials, labour, T&P for jointing of 200 mm outer dia High Density Polythylene Pipes of specified material grade & pressure rating by butt fusion welding method as per speciication & laying in tranches including testing including all cost etc complete as per direction of the Engineer-in-charge
1524
441929
289.98
Filling the foundation and plinth with excavated material as directed by the Engineer-incharge.
a) Hard soil
80.61
9447
117.2
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% i.e. of respective item No. 1 above)
1625.4
88941
54.72
Cost of 15 HP / 11.25 KW Energy efficiency Monoblock Pump set of total head 24 Mtr. having discharge 1700 LPM with squirrel cage induction motor fitted with bronze impeller
2
98014
49007
Cost of Control Panel with Automatic Star Delta Starter, relay range 8.9 to 13.5 with MCB for pump up to 15 HP
2
30858
15429
Cost of Empty Panel Board
2
6282
3141
Cost of 6 KVAR Capacitor
2
3638
1819
Cost of 63 Amp-400 V.T.P main switch confirming to IS No.4064
2
6282
3141
Cost of motor hood made out of 18 gauge CR sheet
2
1484
742
Cost of Base plate made of MS Angle with holos
2
2008
1004
Cost of 3 x 16 mm2 T.D. Cable
80
9280
116
Cost of 4.0mm2 PVC Single Core Copper Wire
40
2320
58
Cost of 100 mm Ø G.I. Pipe
24
29676
1236.53
Cost of 100 mm Ø G.I. Bend
10
8265
826.53
Cost of 100 mm Ø C.I. Foot Valve
2
2318
1159.34
Cost of 100 mm Ø G.I. Flange
12
5236
436.41
Cost of 160 mm Ø G.I. Pipe
6
11472
1912.13
Cost of 250 mm Ø M.S Pipe
18
43854
2436.38
Cost of 160 mm Ø G.I. Flange
4
2785
696.49
Cost of 100 mm Ø Sluice Valve
2
13794
6897.12
Cost of 100 mm Ø C.I. Reflux Valve (NR)
2
12163
6081.68
Cost of 250 mm Ø C.I. Reflux Valve (NR)
1
17153
17153.05
Cost of 50 mm Ø Kirloskar make C.I. double Air release valve with saddle & Raiser pipe
6
45122
7520.44
Cost of 250 mm Ø MS Flange
6
6000
1000
Cost of 250 x 250 x 200 mm Spigot moulded reducing HDPE Tee 10 kg
10
49500
4950.09
Cost of 250 mm HDPE End Cap
1
650
650.25
Cost of 250 mm HDPE Tail piece 160 mm long
2
1919
959.84
Cost of 200 mm HDPE Tail piece 160 mm long
2
1145
572.57
Cost of 100x100x25mm G.I. Tee with ball valve for priming
2
2500
1250
Cost of 160 x 110 mm HDPE Reducer
1
450
450
Cost of 250 x 160 mm HDPE Reducer
1
940
940.97
Fabrication of 250 mm x 160 mm "Y" make 2 way Sprout
1
14000
14000
Cost of Welding Laying and Fitting of 250mm Ø MS Pipe
18
15444
858
Cost of Welding Laying and Fitting of 160mm Ø GI Pipe
6
3528
588
Cost of River Bank Cutting and Shaping for Construction of P.F.
1
4500
4500
Cost of 200mm Ø Butterfly Valve with all fittings (200mm Ø MS Pipe 1mtr. length, 200mm Ø Socket-2 Nos. and Flange-2 Nos.
10
179913
17991.35
Cost, supplying of 200 mm x 200 mm x 110 mm Ø weld less G.I. Tee (3.6mm thickness) with bend, closing and opening arrangement of reputed brand including all cost, conveyance, cess etc. complete
22
116374
5289.77
Cost of 200 mm HDPE End Cap
11
3246
295.16
Cost of Layout Plan for Works
1
2500
2500
Cost of 300 mm R.C.C. hum pipe( NP 3 )as per specifications including laying & fitting
20
19060
953
Cost of Misc. Welding charges for "Z" joint, "S" bend, "Y" Joint etc.
1
1646
1646.41
Cost of Nut Bolt
20
1547
77.37
Cost of Rubber Insertion
20
1160
58
Cost of Outlet
44
11000
250
Labour charges for delivery and fitting including fitting of priming Tee, sluice Valve, NR Valve, air release valve and riser Tee etc and installation
2
7000
3500
Cost for Electrical installation and energisation in complete shape
2
7000
3500
Supply of small T&P kit comprising of hand gloves-1 pair,tester-1 no, 8 inch cutting plier -1 no, 12 inch sly wrench-1 no, 12 inch Screw driver-1 no. , 24/27 & 21/23 De spanner-2 nos., 24/27 & 21/23 Ring spanner- 2 Nos. (Taparia)
1
1500
1500
Cost of digitiliation of pre / post photo, display board in ACP sheets with informatary information as per guide line including fixing all.
1
3000
3000
Part-B
-
-
-
Construction of 3 phase 11 KV line as per REC standard confirming to RE Rules 1956, with 300 Kg., 9 mtr. Long PSC pole support in 60 mtr. Span., 55 sqmm AAA conductor with double disc arrangement, 11 KV “V” Cross-Arm with required nos. of 11 KV B & S disc insulator and 11 KV Pin-Insulator carping and padding of poles, danger board at each pole anticlimbing device stay set at each bending point and double stay at end point with 18mm GI HT stay concreting of stay with anchor plate etc. Including cost of materials, labour, transportation, inspection and commissioning etc. complete including painting in navy blue colour band with inscription of OLIC in each pole.
0.2
87700
438503.57
Construction & erection of 11/0.416 KV, D.P.mounted Sub-Stations of different capacity 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 0f 2.8 Mtr. Long 100x50x6 mm M.S. channel, transformer belting on 2.8 Mtr. 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 2.8M long 75x40x6 mm M.S. Channel and supported by 1.0 mtr. long 50x50x5 mm M.S. Angle with 3 nos. 11 KV lightening Arrestors and Distribution box , Pipe earthing(F-2), including cost of 50 sqmm 3.5 Core PVC cable carping & padding of Poles, Danger board at each Pole, Anti Climbing Devices & all other necessary fittings i.e. required size Nuts & Bolts, Brackets, Cable sockets etc. including cost of all materials, labour, transportation complete with liasioning for testing, inspection and commissioning including barbed wire fencing.
63 KVA - BEE 1 Star rating with BIS Level-II
1
307274
307274.1
Earthing
4
17084
4271
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