Orissa Lift Irrigation Corporation Limited has published Installation And Energisation Workof Lift Irrigation Projects On Turnkey Basis At Kaharaganda_I_Ii_ Rlunder Bariblock Block In Jajpur District. Submission Date for this Tender is 02-02-2022. Electrification Work Tenders in jajpur Odisha. Bidders can get complete Tender details and download the document.
Sl. No. | Item Description |
1 | Kaharaganda_I Schedule-A |
2 | Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. |
3 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. |
4 | Cement concrete (1:4:8) with 4cm size h.g.b. hand 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. |
5 | C.C (1:2:4) with 12 mm size CBHG chips |
6 | 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. |
7 | Brick work with Fly ashbricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) insuperstructure per cum |
8 | 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. |
9 | R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28 days 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. |
10 | 2.5 cm 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. |
11 | Rigid smooths centering and shuttering for RCC works including false work and dismentgalling then after casting including cot os materials complete- a) RCC walls and fins including attached pillasters |
12 | b) Chajja/Roof slab |
13 | c) Lintel |
14 | Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Still Bar (FE 415/ FE 500) |
15 | Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. |
16 | 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. |
17 | Colour washing two coat with stone lime and colouring materials per 1 Sqm |
18 | Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge. |
19 | MS Pannel Door double leafed with MS frame overall size including frame of height 1.2mt x 1.98mt. width for door and shutter of 20 gauge CR sheet pannel as per approved size & specification etc. complete including cost of all materials fitting and fixing the door etc. complete as per the direction of the Engineer-incharge. |
20 | Supplying of 200mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS - Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I UPVC pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test ( Both Pre & Post inspection ) are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape. |
21 | Fitting of un plasticised 200mm dia PVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
22 | Supplying of 160 mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS - Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I UPVC pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test ( Both Pre & Post inspection ) are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape. |
23 | Fitting of un plasticised 160mm dia PVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
24 | 10.00HP/7.5 KW MB Pump Set of total head of 18mtr |
25 | Labour charges for lowering & installation of 10.00 HP submersible pump including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve/Sluice Valve and other fitting materials including cutting, welding etc. complete as per the direction of the Engineer-incharge. |
26 | 100 mm Ø nominal bore G.I. pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name / Trade mark. |
27 | 100 mm dia G.I. bend IS No.1239(Part-II/1992) |
28 | 100 mm dia G.I. flange IS No.6392 / 1971 |
29 | 100mm dia C.I. Foot Valve |
30 | 100mm dia GI nipple IS 1239 (Part-II/1992 ) |
31 | 100mm dia GI Socket IS 1239 (Part-II/1992 ) |
32 | 100x100x25mm G.I. Tee with Plug |
33 | 100 mm Ø NR Valve Flanged type |
34 | 50 mm Ø Air release valve with servicesaddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark. |
35 | 200 mm x200 mm x160mm Ø PVCTee (W.P. 4 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
36 | 160 mm x160 mm x160 mm Ø PVC Equal Tee |
37 | 200 mm Ø PVC Bend |
38 | 200 mm Ø PVC End Cap (W.P. 10 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
39 | 160 mm Ø PVC End Cap (W.P. 10 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
40 | 5/8 x3" Nut bolt F.T. as per IS specification |
41 | 1/8" thick Rubber Insertion as per IS specification |
42 | Cost of 160mm x160mm x 110 mmM.S.Riser Tee made of M.S.Pipe 300 mm long fitted with one mtr long 100 mmQ M.S.Pipe(ISI mark) welded with 2 nos 100 mm Q m.S.flange in between 1 mtr M.S.pipe and 0.25 mtr long 100 mmQ m.S.pipe fitted horizontalley with 2 nos of 100 mmQ M.S.elbow with locking arrengments. |
43 | cost of 200mm×110mm dia GI/MS/PVC reducing socket. |
44 | Cost of 110mm dia PVC FTA |
45 | Cost of Butterflay valve with extended operating system and allaccessaries for utilising in 6"" dia PVC dristibution system pipe line. |
46 | 160mm dia PVC Coupler |
47 | BasePlate made with MS angle |
48 | Moter hood of size (0.45x0.45x60mm)made with 18gauge |
49 | Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp |
50 | 63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark. |
51 | 3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming. |
52 | Kaharaganda_II_Schedule-A |
53 | Earthwork in excavation of foundation in hard soil including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. |
54 | Filling in foundation & plinth with sand including watering & ramming etc complete as per the direction of the Engineer-incharge. |
55 | Cement concrete (1:4:8) with 4cm size h.g.b. hand 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. |
56 | C.C (1:2:4) with 12 mm size CBHG chips |
57 | 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. |
58 | Brick work with Fly ashbricks 25cm x 12cm x 8cm size having crushing strength not less than 75 Kg/cm2 with dimensional tolerance ±8 percent in cement mortar (1:6) insuperstructure per cum |
59 | 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. |
60 | R.C.C. work in C.C. (1:2:4) including hoisting & laying & curring for 28 days 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. |
61 | 2.5 cm 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. |
62 | Rigid smooths centering and shuttering for RCC works including false work and dismentgalling then after casting including cot os materials complete- a) RCC walls and fins including attached pillasters |
63 | b) Chajja/Roof slab |
64 | c) Lintel |
65 | Labour charge for M.S. reinforcement for R.C.C. work including cutting, bending & typing the grills & placing in position including cost of binding wire 18 to 20 guage per Qntl. Including cost of HYSD Still Bar (FE 415/ FE 500) |
66 | Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. |
67 | 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. |
68 | Colour washing two coat with stone lime and colouring materials per 1 Sqm |
69 | Writing charge of required information and data on both side of the transperancy pillar including supplying of approved paints and required material for writing etc. complete as per the direction of the Engineer-incharge. |
70 | MS Pannel Door double leafed with MS frame overall size including frame of height 1.2mt x 1.98mt. width for door and shutter of 20 gauge CR sheet pannel as per approved size & specification etc. complete including cost of all materials fitting and fixing the door etc. complete as per the direction of the Engineer-incharge. |
71 | Supplying of 200mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS - Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I UPVC pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test ( Both Pre & Post inspection ) are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape. |
72 | Fitting of un plasticised 200mm dia PVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
73 | Supplying of 160 mm dia unplasticised rigid UPVC pipe ivory gray in colour having specific gravity of 1.40 to 1.46 gms/cc of straight length of 6 (six) meter for portable water supplies conforming to IS - 4985 / 2000 of BIS - Amendment - 2 read with Table - 1 of IS - specification bearing ISI marks for working pressure CI - I UPVC pipe to withstand pressure of 2.5 kgf/sqcm & the specification and manufacturer name should be prominently marked on body of each pipe as per the latest Amendment of IS - 4985. It includes the cost of sockets in case of plain ended pipe. PDI test ( Both Pre & Post inspection ) are to be condcuted and should be marked on body of each pipe and report is to be obtained from CIPET, Bhubaneswar necessary approval of authority including transportation to work site in complete shape. |
74 | Fitting of un plasticised 160mm dia PVC Pipe for following inside dia mtr. for all classes of pipe including jointing the pipe with solvent cement by non-head application method including fitting and fixing of required no. of PVC Tee for outlet and PVC Shaddle and PVC Riser nipple for fitting air valve, equal Tee etc. complete including conveyance pipe from village to worksite and testing of pipe line etc. complete as per the direction of the Engineer-incharge. |
75 | 10.00HP/7.5 KW MB Pump Set of total head of 18mtr |
76 | Labour charges for lowering & installation of 10.00 HP submersible pump including fitting & fixing of base frame, fitting & fixing suction and delivery pipe to motor, NR Valve/Sluice Valve and other fitting materials including cutting, welding etc. complete as per the direction of the Engineer-incharge. |
77 | 100 mm Ø nominal bore G.I. pipe having wall thickness 4.5 mm electrical resistance welded of medium class confirming to IS - 1239 (pt-1 of 2004) with socketed at one end and the other end protected with plastic thread protector. The socket confirming to IS-1239 (pt-II/1992) with latest amendmewnts in random length of 4 to 7 mtrs. Each pipe should bear ISI certification & manufacturers name / Trade mark. |
78 | 100 mm dia G.I. bend IS No.1239(Part-II/1992) |
79 | 100 mm dia G.I. flange IS No.6392 / 1971 |
80 | 100mm dia C.I. Foot Valve |
81 | 100mm dia GI nipple IS 1239 (Part-II/1992 ) |
82 | 100mm dia GI Socket IS 1239 (Part-II/1992 ) |
83 | 100x100x25mm G.I. Tee with Plug |
84 | 100 mm Ø NR Valve Flanged type |
85 | 50 mm Ø Air release valve with servicesaddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark. |
86 | 200 mm x200 mm x160mm Ø PVCTee (W.P. 4 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
87 | 160 mm x160 mm x160 mm Ø PVC Equal Tee |
88 | 200 mm Ø PVC Bend |
89 | 200 mm Ø PVC End Cap (W.P. 10 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
90 | 160 mm Ø PVC End Cap (W.P. 10 kgf/cm2) confirming to IS-4995/1988 with latest ammendment |
91 | 5/8 x3" Nut bolt F.T. as per IS specification |
92 | 1/8" thick Rubber Insertion as per IS specification |
93 | Cost of 160mm x160mm x 110 mmM.S.Riser Tee made of M.S.Pipe 300 mm long fitted with one mtr long 100 mmQ M.S.Pipe(ISI mark) welded with 2 nos 100 mm Q m.S.flange in between 1 mtr M.S.pipe and 0.25 mtr long 100 mmQ m.S.pipe fitted horizontalley with 2 nos of 100 mmQ M.S.elbow with locking arrengments. |
94 | cost of 200mm×110mm dia GI/MS/PVC reducing socket. |
95 | Cost of 110mm dia PVC FTA |
96 | Cost of Butterflay valve with extended operating system and allaccessaries for utilising in 6"" dia PVC dristibution system pipe line. |
97 | 160mm dia PVC Coupler |
98 | BasePlate made with MS angle |
99 | Moter hood of size (0.45x0.45x60mm)made with 18gauge |
100 | Control Pannel with Automatic Star delta Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 10 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.00 to 9.50 Amp & no volt coil with electronic timer suitable for operation at voltage range of 300 to 440 V. The Starter should provide dependable protection against over load and single phasing fitted with Volt meter,Ameter,MCB in complete shape including Indicator Lamp |
101 | 63 Amp Main Switch Triple pole & neutral of voltage range 440 volt of re-wirable fuse and shall confirm to IS 4064 part I & with ISI mark. |
102 | 3 x 10 sqmm Tarpodar cable XLPE (Cross link polyethylin) conforming to IS: 7098 (Part-II) including laying below .9mtr. of the ground and filling the excavated materials including watering and ramming. |
103 | Schedule B |
104 | Construction of 3 phase 11 KV line as per REC standard confirming to IE Rules 1956 with 300 kg 9 M long PSC Pole with 55 Sqmm AAAC ,11 KV "V" Cross arm, with required No.of 11 KV T & C Disc. Insulators in tension point &11 KV Pin insulators, Couping & 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 transportation,inspection & commissioning etc. complete. |
105 | Construction anderection of 11 /0.4 KV ,63 KVA Double Pole mounted Substation Star rated 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 for25 KVA S/S, G.I.pipe earthingwith 25X5mm G.I.Flatsincluding cost of 25 KVA 11/0.4 K.V.Transformer , 35 Sqmm 3 1/2 Core PVC Cable - 40 mtr couping & 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,barbed fencing ( size (15"x10") with constn. of retaining wall, erection of RCC fencing post , sand filling and metal spreading ,fixing of iron grill gate etc as per cesu specificationetc. including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning. |
106 | Consturction of 3 Phase L.T.line as per REC standard confirming to RE rule 1956 with 200Kg BM long PSC pole support in 0.40M span with 3x35mm² +1x25 mm ² LT x LPE AB cable with coil earthing device, LT dead end clam, Suspension clamp with I hook , stay accessories such as wire insulator , clamp etc. nut bolts, alonwith concreting of poles and stay as per direction of Engineer in Charge. |
107 | Electrical installation with electrical materials such as PVC tape, ampere tape, 7/20 PVC copper wire, 3/20 PVC copper wire, G.I. flexible conduite pipe, No.6 G.I. wire, copper cable socket, G.I. socket and flange and petty materials required for electrical installation including fixing of TD cable inside the earth trenchas per direction of Engineer-in-charge.. |
108 | Electrical earthingwith the help of 1½" GI pipe2 Nos including all labour and materials required such as GI wire , GI socket , Charcoal, Salt, small size nut and bolts and all other materials required including excavation of earth pit and fitting thereoff complete. |
109 | 4 KVR power shunt capasitor |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail