Odisha Lift Irrigation Corporation Limited Tender
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Costs
EMD
₹ 15,291Document Cost
₹ 6,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_OLIC_102876_6Bid Award Id
ViewTender No
04/2023-24 dt 15.03.2024Tender Authority
Odisha Lift Irrigation Corporation Limited ViewPurchaser Address
-Website
http://http://www.odishalift.co.in/
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Documents
BOQ Items
Cement concrete (1:4:8) with 4 cm size hard granite metal including curing convynance and labour with T &P all complete as per the direction of engineer-in-charge.
1.49
11076
7454.11
Flyash Brick masonary in cement mortar (1:6) in Foundation & Plinth including watering curing cost & conveynance T&P etc complete as per direction of the Engineer-in-charge.
2.96
19539
6592.18
12mm thick cement plaster over brick work in cement mortar (1:6)including racking out joints watering cureing cost of conveynce etc all complete as per direction of Engineer-in-charge.
111.37
22869
205.34
Cement concrete (1:2:4) with 12cm size hard granite chips including curing convynance and labour with T &P all complete as per the direction of engineer-in-charge.
4.49
44195
9838.68
2.5 cm thick A.S flooring.with cement concrite 1:2:4 with 12 mm size HG chips.
7.5
3460
461.4
Dry Brick Khoa having 10 cm size with watering and remming for flooring.
7.5
3427
457.06
Supplying fitting & placing uncoated HYSD bar reinforcement complete as per drawing & technical specification.
3.35
28341
8463.3
Cement punning over plastering including cost of materials labour T & P Curing all complete as per the direction of engineer incharge.
14.49
635
43.87
Filling Foundation & Plinth with excavated materials including watering and ramming as per the direction of the Engineer -In-charge.
247.3
37052
149.83
White Washing 3 coats with shell lime
35
758
21.68
Finishing wall with water proofing cement paint
55.4
2509
45.3
Priming one coat with any approved primer
5.5
398
72.54
Painting two coats with any approved paint
9.8
1760
179.64
Labour for laying & ftting 160 mm dia PVC Pipe line incuding cost of labour complete as per direction of engineer in charge.
318
37215
117.03
2.5 cm thick DPC with C.C (1:2:4) with 12 mm.size chips
3
1297
432.6
Flyash Brick masonary in cement mortar (1:6) in Superstructure including watering curing cost & conveynance T&P etc complete as per direction of the Engineer-in-charge.
7.46
49419
6625.51
Labour for fixing and fixing of MS Door
2
160
80
Labour for fixing and fixing of MS window grills
0.75
60
80
Cost of MS Grill and Shutter for Window
0.25
1836
7345
Cost of MS Door for Pump chamber
0.65
4774
7345
Rigid smooth centering & shuttering for RCC works incuding false work ,dismentalling those after casting including cost of materials complete as per direction of engineer in charge. (d) RCC Fundation with plinth bend footing column.
25.51
8296
325.22
Rigid smooth centering & shuttering for RCC works incuding false work ,dismentalling those after casting including cost of materials complete as per direction of engineer in charge. (a) RCC Roof slab
12.6
9625
763.83
Rigid smooth centering & shuttering for RCC works incuding false work ,dismentalling those after casting including cost of materials complete as per direction of engineer in charge. (c) RCC Pillar
3.96
4223
1066.44
Rigid smooth centering & shuttering for RCC works incuding false work ,dismentalling those after casting including cost of materials complete as per direction of engineer in charge. (b) RCC Lintel
1.26
410
325.22
100mm dia nominal bore G.I. Pipe having wall thick ness 4.5mm electrical resistant welded of medium class confirming to I.S.-1239 (Part-1/2004) with latest amendments, screwed at both ends as per I.S.-554 with socketed at one end and the other end protected with plastic threaded protector . The socket confirming to I.S. ;1239 ( Part-II/1992) with latest amendment with in random length of 4 to 7 meters should bear ISI certification and manufacturers name/ trademark.
42
51934
1236.53
100 mm dia G.I.Bend confirming to IS No.1239 (Part-II/1992) with ISI mark including the Labour charges of fittings with G.I.Pipe at site as per direction of site engineer.
3
2456
818.81
100 mm dia G.I.Flange confirming to IS No.6392/1971 with ISI Mark including the Labour charges of fittings with G.I. pipe at site as per direction of site engineer.
4
1745
436.41
100 mm dia G.I. Socket confirming to IS No.1239 (Part-II/1992) with ISI mark including the Labour charges of fittings with G.I.Pipe at site as per direction of site engineer.
6
2115
352.65
100 mm Q Slusi valve flanged type of Manufacturing Standared- BS 5163/ISI 4846 Pressure Ratings PN 10.
1
6897
6897.12
100 mm dia C.I. N.R. Valve confirming to IS No.5312(Part-I) with ISI Mark G.M. Fitting S/S hingepin with by pass arrangement.
1
6081
6081.68
25 mm dia Air release valve with saddle &Raiser pipe.The air release valve shall confirm to IS14845 with ISImark including all taxes & royality etc.
1
2479
2479.58
Supplying & fixing control panel starter with arrangement of volt meter, ameter ,rotary switch, capacitor, fitted with MCB control switch complete including indicator lamp with original panel board of approved design made out of 16gauge CR Sheet basement MS Angle with double lock powder coat painting primer including fixing dangour board with locking devices & fixing up suaitable stand for conrol panel unit.
1
14878
14878
63 Amp.T.P. Main switch confirming IS No.4084(Part-I & Part-II) with ISI Mark of reputed company with utilisation capacity category AC-22 including fixing in panel board as per direction of site engineer.
1
3141
3141
3x10 sqmm Trapodar cable XLPE(cross link polythein) insulated (HD) ARMOURED Electric cable with alluminum conductor for use in 3 phase power system of working voltage up to & including 11ooo Volt 50HZ confirming to IS 1554 (Pt-5 ) 1988 including laying below the ground and filling excavated materials including watering & ramming with ISI mark guarantee.
20
2260
113
Labour charges for delivery fittings including fitting of of N.R. valve, sluice valve, Air release valve & PVC Tee etc.
1
5000
5000
Unplasticed rigid UPVC Pipe160 mm dia. in ivory gray colour having specific gravity 1.40 to 1.46 gms/cc of straight length of 6m for portable water supply confirming to IS 4985/2021 of BIS ammendment read with Table 1 of IS Specification bearing ISI marks for working pressure Class 1 UPVC Pipe to with stand pressure 2.5Kgf/Cm2 and the specification and manufacturer name should be prominently marked on body of each pipe as per latest ammendement of IS 4985 . It includes the cost of sockets in case of plane ended pipes or one end plane and other bell ended pipe. PDI test are to be conducted and should be marked on body of each pipe and report is to be obtained from CIPET, BBSR/EPM ,Orissa ,Bhubaneswar for necessary approval of authority including transportation and laying at site and joining the solvent cement including the cost of solvent cement and pre & post CIPET testing charges.
318
68417
215.15
Lowering of S/S Pumpset in proper position inside the T/W from the T/W clamp and fitting of 100 mm.dia G.I.Pipe with S/S Pump-set in delivery side with required nos.of G.I.Sockets,including cutting threading of G.I Pipes,transportation of materials,T and P etc.as per the direction of site-Engineer-in-charge.The work will be treated as complete only after good discharge of water pump testing by the Engineer-in-charge
1
5000
5000
Cost of 100 mm.dia. M.S.Clamp (Heavy Duty)
1
818
818.81
160x110 mm reducing socket 6 kg F/Cm2 PVC/ MS.
1
222
222
160 x 160 x 160 PVC equal 'T' (6 Kgf/Cm2 ) confirming to PL-RPVC-IS 200F
1
755
755
160 mm dia PVC end cap (6Kg/cm2) confieming to PL-RPVC-IS 200F
2
324
162
Cost of 3 x 2.5mm2 s/s flat Cable of ISI mark
70
6510
93
Cost of TW Safe guard for cover stand including labour charges.
1
2500
2500
200 mm x 100 mm Q MS Twcap
1
537
537.79
6 mm2 PVC insulated Rope
75
5775
77
Cost of 1/8" thick rubber insertion, nuts & bolts & paints.
5
362
72.54
7.5 HP / 5.6 Kw Submersible pumpset corpled with totally enclosed water cooled squirrel case induction motor with delivery discharge 1100 LPM at 36 meter head with S/S cable, clamp clip etc. suitable for operation at 415V + -15%, 3 phase 50Hz A.C. Power supply as per particulars in Annexure.
1
39611
39611
writeing latter over in neavy blue colour painting in local langage.
1
1000
1000
160 x 160 x110 welding less G.I raiser Tee ( 3.6 mm thickness ) including all fitting accesories
4
19836
4959.16
Pipe earthing with 30mm diamx 3mtr G.I.Pipe with proper slotting -2nos,30mm diam G.I.Flange-2no., No.8 G.I.Wire-10Kg., Charcol-10bags,salt-100kg.,50mm diam flexible conduit pipe-5 mt.,digging earth pit 2nos.,(1.2m x1.2m x3m) and earth trench -3x6.3m x1.0m x6 m with transportation ,fitting and labour charges etc complete as per direction of Engineer-In-charge.
2
5000
2500
Labour charges for wearing of PC with fitting of electrical materials etc.
1
3000
3000
Labour charges for Electrical installation & energisation etc.
1
3000
3000
Cost of 4.00 mm2 single core PVC coated Copper wire
10
580
58
Cost of 200 mm dia PVC cone
1
977
977.68
Supply of Gravel of size 4 to 6 cm for packing of out side of pipe of TW
13
74027
5694.4
Drilling a perfect vertical bore of 450mm dia up to specified depth below ground level in alluvial soil starta by mud rotary Rig, drilling as required to suit the site condition as per direction of Engineer-in-incharge including supply of Rig with its accessories tools and plants and all consumable etc. for a finished bore of 450mm dia suitable for lowering of 200mm dia ASTM Schedule-80 PVC housing &slotted PVC pipe 0 to 30 mtr
30
31800
1060
Drilling a perfect vertical bore of 450mm dia up to specified depth below ground level in alluvial soil starta by mud rotary Rig, drilling as required to suit the site condition as per direction of Engineer-in-incharge including supply of Rig with its accessories tools and plants and all consumable etc. for a finished bore of 450mm dia suitable for lowering of 200mm dia ASTM Schedule-80 PVC housing &slotted PVC pipe 30 to 60 mtr
30
34350
1145
Drilling a perfect vertical bore of 450mm dia up to specified depth below ground level in alluvial soil starta by mud rotary Rig, drilling as required to suit the site condition as per direction of Engineer-in-incharge including supply of Rig with its accessories tools and plants and all consumable etc. for a finished bore of 450mm dia suitable for lowering of 200mm dia ASTM Schedule-80 PVC housing &slotted PVC pipe 60 to 90 mtr
30
38100
1270
Drilling a perfect vertical bore of 450mm dia up to specified depth below ground level in alluvial soil starta by mud rotary Rig, drilling as required to suit the site condition as per direction of Engineer-in-incharge including supply of Rig with its accessories tools and plants and all consumable etc. for a finished bore of 450mm dia suitable for lowering of 200mm dia ASTM Schedule-80 PVC housing &slotted PVC pipe 90 to 100 mtr.
10
13550
1355
Lowering of 200mm dia ASTM schedule-80 PVC casing and slotted pipe, cone nipple etc. as per the necessary & fitted and fixed up in perfectly vertical position and keeping the top of the casing pipe threaded 1mtr. Above the ground level, including plugging the tube well to prevent entry of foreign materials.100 mtr
100
8500
85
CLEANING AND DEVELOPING THE T/W WITH AIR COMPRESSOR CONTINEOUSLY TILL ADEQUATE DISCHARGE OF CLEAR AND SAND FREE WATER 0 TO 100MTR.
20
24500
1225
MISC.EXPENDITURE FOR RESERCH & DEVELOPMENT, COST FOR WATER SAMPLE TESTING IF REQUIRED
1
1200
1200
LABOUR CHARGES FOR EXCAVATION OF MUD PIT & CHANNEL SILTING PIT & REFILLING THE PIT
1
2020
2020
LABOUR CHARGES FOR LOADING ,UNLOADING OF CAMP MATERIALS
1
1515
1515
COST OF 200 MM DIA PVC CASING PIPE ( SCH.80.PIPE ) AS PER ASTM-D-1785/2021 & EPM RATE CONTRACT.
100
141398
1413.98
LABOUR CHARGES FOR MAKING STAINER PIPE OUT OF TOTAL CASING PIPES INCLUDING LOADING AND UNLOADING & TRANSPORTATION.
24
9235
384.81
COST OF 200MM DIA PVC NIPPLE.
1
438
438.78
COST OF BENTONITE DRILLING MUD.
25
12398
495.92
OPERATION OF 5 HP WATER PUMP.
20
1500
75
200 mm SCH 80 Threaded end cap
1
733
733
Movement of Rig
40
800
20
Site clerence
1
2020
2020
Barbed wire fencing size 15' x 10' with construction of retaining wall ,erection of RCC fencing post, sand filling and metal spreading, fixing of iron grill gate etc. as per direction of Engineer-incharge and CESU specification.
1
41713
41713
Construction of 3 phase 11 KV line as per REC standard confirming to RE Rules, 1956 with 300Kg. 9 M long PSC Pole supporting 60 M span , 55 sqmm AAA conductor 11 KV 'V' cross arm , with required no. of 11 KV T&C Disc insulators and 11 KV pin insulators , carping & padding of Poles ,Danger board at each Pole anti climbing devices, stay set at bending point and double stay at end point with 18mm GI HT Stay ,concreting of stay with anchor Plate and poles guarding of road crossing etc. including cost of all ;materials labaour ,transportation ,inspection and commissioning etc complete as per direction of the Junior Engineer Electrical in charge.
0.36
161985
449958.33
Construction and erection of 11/0.416 KV ,25 KVA DP 3 Star rated Substation confirming to RE Rules 1956 mounted on 2.44 m long structure supported in 300 Kg 9 mt. long PSC Pole , transformer hard chanel and top chanel made of 2.8m long 100x 50x 6mm MS Chanel , transformer belting on 2.80 m long 50x50x5mm M.S.angle (All REC SPAN std.'F'-3 ) with all accessories like 3 pole 11 KV HG Fuse (F-5) & AB Switch (F-9) both mounted on 2.8 m long 75x40x6mm M.S. Chanel and supported by 1.0 m long 50x50x5mm M.S.Angle with 3 no. 11 KV lightening arrestors and distribution box for 25 KVA Substation , Pipe earthing (F-2) including cost of 50 Sqmm 3.5 Core PVC Cable carpping and padding of poles , danger board at each pole , anti climbing devices and all other necessary fittings i.e. required size nuts & bolts , brackets , cable lugs etc.with liasoning for testing inspection and commissioning etc. complete as per direction of the Junior Engineer Electrical in charge. 25KVA transformer must be made in Orissa only.
1
293645
293645
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