Orissa Lift Irrigation Corporation Limited has published Drilling ,Installation And Enrgisation Of Lift Irrigation Projects On Turnkey Basis At Aurangabad Iii Tw Under Dharmasalablock In Jajpur District. Submission Date for this Tender is 24-11-2023. Drilling Work Tenders in jajpur Odisha. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | Sch A_Aurangabad III TW |
| 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 | Earthwork in excavation of foundation in hard soilfor laying of HDPE Pipe Such as stiff clay , stiff black cotton, hard red earth, shales, moorum ordinary gravels, including dressing & levelling of bed within initial lead of 50mt. & lift of 1.5mtr etc complete as per the direction of the Engineer-incharge. (Mechanical 60% & Manual 40%) |
| 5 | 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. |
| 6 | Brick work with K.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. |
| 7 | Brick work with Fly Ash. bricks 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 | Dry brick rammed Khoa (10 cm) thick well watered and rammed inluding all cost as per specification in complete. |
| 11 | 25mm 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. |
| 12 | a) Chajja/Roof slab |
| 13 | b) Lintel |
| 14 | (c) RCC walls and fins including attached pillasters |
| 15 | 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) |
| 16 | Filling the foundation and plinth with excavated material as directed by the Engineer-incharge. |
| 17 | Filling in F&P with excavated materials in layers not exceeding 0.30 mtr including breaking clods within 50 m initial lead including levelling the trenches as the case may be etc complete as per the direction of the EIC.(Qty by means of mechanical 60% & mannually 40% i.e of respective Item No. 1 above) |
| 18 | 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 | Colour washing two coat with stone lime and colouring materials per 1 Sqm |
| 20 | 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. |
| 21 | 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. |
| 22 | Cost, Supplying of ISI marked 200 mm dia High Density Polythelene (HDPE) Pipes PE 80-PN 4 for water supply as per IS 4984/2016 in the following Nominal diameter, Grades of materials, Pressure rating including the rates of ex-factory, transportation, pre & post inspection, Cess etc complete but excluding the cost of GST etc. complete as per the direction of the Engineer-incharge. |
| 23 | Fitting and Fixing 200mm diaHigh Density Polythelene (HDPE) Pipes PE 80-PN 4Pipe including jointing the pipe including fitting and fixing of required no. ofRiser Tee for outlet and Shaddle andnipple 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 | Cost, Supplying of ISI marked 160 mm dia High Density Polythelene (HDPE) Pipes PE 80-PN 4 for water supply as per IS 4984/2016 in the following Nominal diameter, Grades of materials, Pressure rating including the rates of ex-factory, transportation, pre & post inspection, Cess etc complete but excluding the cost of GST etc. complete as per the direction of the Engineer-incharge. |
| 25 | Fitting and Fixing 160 mm diaHigh Density Polythelene (HDPE) Pipes PE 80-PN 4Pipe including jointing the pipe including fitting and fixing of required no. ofRiser Tee for outlet and Shaddle andnipple 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. |
| 26 | 10.00HP/7.5 KW Submersible motor pump of 25 mtr head with 1200 LPM discharge of reputed brand with BEE Star rated energy efficiency suitable for 200 mm dia tube well as per IS specification with 2 pair U-Clamp & 30 mtr of 4.00 sqmm flat cable as per IS specification |
| 27 | Labour charges for lifting, 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. |
| 28 | 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. |
| 29 | 100 mm dia G.I. bend IS No.1239(Part-II/1992) |
| 30 | 100 mm dia G.I. flange IS No.6392 / 1971 |
| 31 | 100mm dia GI Socket IS 1239 (Part-II/1992 ) |
| 32 | 100 mm Ø Sluice Valve Flanged type of Manufacturing Standard - BS 5163 / IS14846 Pressure Ratings PN10. |
| 33 | 5/8 x3" Nut bolt F.T. as per IS specification& Pannel foundation Nut & bolt etc |
| 34 | 1/8" thick Rubber Insertion as per IS specification |
| 35 | Cost of 160mm x 160mm x 160mmHDPE Equal Tee |
| 36 | Cost of 200mmx200mmx160 mm dia spigot moulded reducing HDPE Tee(10kg) |
| 37 | Cost of200 mm dia HDPE End cap |
| 38 | Cost of 160 mm dia HDPE End cap |
| 39 | Cost of 160mmdia HDPE Coupler |
| 40 | 110 mmPVC/ HDPE FTA(80 sch) |
| 41 | Cost of160mm x160mm x 110 mmdia weldless GI Tee(3.6mm thickness) with bend,closing & opening arrangment of reputed brand including all cost,conveyance,cess etc , complete ,but excluding cost of GST |
| 42 | Cost of 200x100MM dia M.S.Tube Well Cap |
| 43 | Cost of MS supporting stand for motor & pipe set |
| 44 | 12mm dia PVC insulated Steel Wire rope |
| 45 | 50 mm Ø Air release valve with saddle & Raiser pipe. The air release valve shall confirm to IS 14845 with ISI mark. |
| 46 | Cost of 150 mm dia C.I Butterfly ValveBS 5155/15:13095-CI MOC Lever operated PN-1.0with ISI mark of reputed company |
| 47 | Cost of 100mm dia MS TW Clamp |
| 48 | Control Pannel with Automatic Star delta/DOL Starter, sheet steel enclosure suitable for operation of Squirrel cage induction motor up to 7.5 HP with 16 Amp (AC -3) duty contractor at 415 Volt+6%-15%, 3 phase, 50 Hz AC supply with over load relay range 6.9 to 9.5 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 & MCB with other accessories in complete shape. |
| 49 | 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. |
| 50 | 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. |
| 51 | Cost of 4.00 mm2 Submersible flat cable |
| 52 | Cost of pump chamber wiring including labour & materials |
| 53 | Sch B_Aurangabad III TW |
| 54 | 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. |
| 55 | Construction anderection of 11 /0.4 KV ,25 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 specification etc. including cost of all materials, labour , transportation complete with liasioning for testing inspection & commissioning. |
| 56 | 4 KVA Capacitor |
| 57 | 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. All materials should be as per IS. |
| 58 | Electrical Earthingwith digging earth pit of size (2 ft X 2 ft X 3 ft ) and using 1/2 "" G.I pipe ,No -6 G.I wire ,cable socket ,Flange , carcoal, salt etc. as per the direction of the Engineer-incharge. |
| 59 | Schedule_C_Aurangabad III TW |
| 60 | Labour charges for drilling a perfect vertical bore holeofspecified depthbelow ground level in alluvial soil starta by mud rotary Rigdrilling as requiredto suit the site conditions as per the direction ofEngineer-in-charge including supply of Rig with its accessories, tools and plants and all consumables etc.for a finished bore of 450mm dia suitable for lowering of 200mm dia ASTM Schedule-80 PVC pipe for housing fittedwith socket with or without well screen as per the necessity for the soft,medium,hard & boulder formation(PVC casing pipes if required by the contractor to prevent collapse of overburden portion) inclunding lower & withdrawing of casing pipe after drilling 200mm to 450mm dia.in overburden portion up to 100 Mtr |
| 61 | 0 Mtr to 100 mtr |
| 62 | Cost of 200 mm dia PVC ASTM (D) Sch. 80 casing pipe of reputed make as per ASTM(D) 1785/2004 withManufacture name should prominently be marked with CIPET test certification in the body of the pipe in indelible ink or stenciled to the certification of Engineer-in-Charge, including Trasnportation to site, etc. 0 to 100Mtr. |
| 63 | Cost of 200 mm dia PVC Cone |
| 64 | Cost of 200 mm dia PVC end cap |
| 65 | Cost of 200 mm dia PVC threaded nipple |
| 66 | Supply of Bentonite powder(Drilling Mud)Type-II high grade packed in new HDPEBag 50 kg.Net weight per Bag confirming to IS No.6186/86 |
| 67 | Cost of graded and washed "B" grade gravel size (2.75mm to 3.55mm)suitable for use as packing materials of available approved rate of O.L.I.C. Cuttack circle & Transportation cost as per actual on the current OPWD schedule of rates & unit cost. Royality @ Rs.180.00 per cum. is provided. |
| 68 | Labour charges for slotting of 200 mm dia PVC (ASTM-D) Sch-80 pipes |
| 69 | Supply of labour and T& P for loweringof 200 mm dia ASTMschedule-80 PVC casing and slotted pipes as per the necessity from ground level and fitted and fixedup in perfect vertical position inclunding cutting and thrading pipe and slotted pipe and fixing all joint materials etc.complete and keeping the top of the casing pipe threading inclunding plugg tube wells to prevent entry of foreign materials from above excluding cost of fittings and jointing materials |
| 70 | Cleaning and developing the tube well using their own compressor having 250/300 CFM at 10.5Kg/cm2 continuously worked till clear and adequate discharge is obtained from the well including supply and use of all necessary equipment and labour as per the direction of the Engineer-in-Charge. |
| 71 | Earth work--Excavation of mud pits, settling pits,fluid channel & "V"channel, etc.& Refilling of above earth work |
| 72 | Operation of 5 HP water pump for supply of water for filling of mud pit |
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