Indian Oil Corporation Limited-IOCL has published Tender For Ioaod So Engg Development Of New A Site Ksk At Location Kikruma Not On Nh Or Sh, Nagaland. Submission Date for this Tender is 31-10-2022. Land Development Tenders in nagaland Nagaland. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | LAND DEVELOPMENT |
| 2 | Clearing grass and removal of the rubbish outside site premises and at an unobjectionable place. |
| 3 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises |
| 4 | TRANSPORTATION AND INSTALLATION OF 2X20K |
| 5 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 6 | i) Local Fine Sand within grading zone IV |
| 7 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 8 | iv) In brick masonry pit with RCC matt under driveway including RCC top slab as per standard Drg. ENG/318. Manhole cover plates and frame to be paid separately . |
| 9 | i) S/I Screwed type GM Angular Check Valve of 50 mm dia |
| 10 | i) S/I of Threaded caps of 50 mm dia for dip pipe |
| 11 | ii) S/I of Threaded caps of 80 mm dia.for fill pipe |
| 12 | i) 80 mm dia Aluminium camlock coupling - Male only |
| 13 | i) Supply & installation of U type CS bend on vent pipe of 80 mm dia |
| 14 | i) 32SWG SS wire mesh both sides of existing U vent hood 80mm dia |
| 15 | Supply and fixing Pressure Vacuum Valves of 2 inches for fixing to the Vent Pipes of Underground MS tanks. The valve should be in closed position at normal operating pressure of the tank. The Valve shall be capable for activation at set pressure of 3" ± 0.5 water column to release excess pressure of tank to the atmosphere and open at vacuum of 8" ± 2.0 water column to induce the atmosphere pressure to the tank. PV valve should be diaphragm of dead weight or spring loadedtype or combination of any. The weight of the PV valve shall not exceed 2.0 kg. top of the valve shall be provided with cover/cap/ weather hood to prevent the entry of rain water. Valve material,Coverand adopter shall be of Aluminium/polypropylene, diaphragm if used should be of Neoprene, O ring should be of rubber/neoprene, Net/Mesh Pressure puppet ,Vacuum puppet,screws and spring should be of stainless steel. Suitable adopter with one end fitted with valve and the other end should have threading for fixing on Vent pipe of 40mm. PV valves shall have: UL 842 certification of CARB approval or test certificate from any Govt.lab. PV valve shall have PESO approval. |
| 16 | iii) 15/20 KL Tank with fittings : 0 - 30 Km |
| 17 | iv) 15/20 KL Tank with fittings: Add extra for each addtnl. Km above 30km |
| 18 | FRP Manhole Cover - 900mm x 900mm- HO Ra |
| 19 | CONST.OF PUMP PLINTH, INSTALLATION OF PU |
| 20 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600 |
| 21 | i) All kinds of Soil |
| 22 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 23 | i) Local Fine Sand within grading zone IV |
| 24 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 25 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 26 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 27 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 28 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 29 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 30 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 31 | viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 32 | Providingandfixing18mmthickgangsawcutmirrorpolished premoulded and prepolished, machine cut for kitchen platforms, vanity counters, sills, facias, Pump Island & similar locations of required size, approved shade, colour and texture laid over 20mm thick base cement mortar 1:4 (1 cement : 4 coarse sand), joints treated with white cement mixed with matching pigment, epoxy touch ups, including rubbing, curing, moulding & polishing to edge to give high gloss finish etc. complete at all levels. |
| 33 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm |
| 34 | Supply and Laying of 80 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling& back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125. |
| 35 | Supply and Laying of 50 mm dia single wall flexible piping system comprising of Non-metallic HDPE (flexible) pipelines as per IOCL specifications and with manufacturer supplied fittings including all bends, tees, elbows, reducers, end connectors at DU & tank side etc and as required for complete underground piping job. The joints in the pipelines, except the end connections at tanks and dispensers shall be made by electro-fusion welding. The pipes shall be suitable for use with petroleum and ethanol blended fuels. The maximum operating pressure shall be 7Kg/sq.cm. Note: The make of HDPE Pipe should be CCOE approved. Pressure testing shall be done before the final backfilling. The civil works for installation viz. excavation, sand filling& back filling etc. shall be paid seperately. All metallic parts in the piping system shall be grounded as per the requirements of EN14125. |
| 36 | Supply, fabrication, laying and testing of MS, BLACK, ERW, threaded pipes, heavy class conforming to IS 1239, PART I as per IOCL Specifications including pipeline fittings like bends, tee etc as required and as directed for Above Ground pipeline including surface preparation according to standard SSPC ST2 and painting with 2 coats of red oxide zinc phosphate primer and 2 coats of Synthetic enamel / aluminium finish paint as per IOCL specifications |
| 37 | iv) S/L Threaded A/G HD MS Pipes of 40 mm dia with fittings,Painting |
| 38 | Transportation of equipmentfrom one location to another location including enroute all taxes, leviesand unloading/loading by a suitable vehicle exclusively for this purpose (In case of tank sameshall be loaded by the tank fabricationcontractor) |
| 39 | viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos,0-30 Km |
| 40 | ix) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km |
| 41 | INSTALLATION OF SD/HD DISPENSING PUMPS (MONO /DUAL) Installation of supplied standard duty/heavy duty dispensing pump on existing pump island as per IOCL"s drawings and instructions including supplying /filling required quantity of dry sand in the pit(s) belowthe pump |
| 42 | i) Installation of DU Including providing necessary anchor bolts and C.C. foundation |
| 43 | Supply & welding slip-on flanges conforming to IS2062 GrA, ANSI B16.5, Class#150 with 3 runs of weld outside and one run of weld inside the flanges as per specifications and standard Drg.enclosed herein |
| 44 | iii) S/W Slipon flanges of 50 mm dia. conforming to IS2062 GrA, ANSI B16.5,Class 150 as per specifications and standard Drg.enclosed herein |
| 45 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items |
| 46 | iii) 3 Core x 1.5 sq. mm. (copper) |
| 47 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 48 | CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compressoncable glands, crimping type lugs and allied jointing materials, etc. all complete as per specificationand direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 49 | vii) 3 Core x 2.5 sq. mm |
| 50 | Chemical Earthing with Copper Bonded Rod suitable for current carrying capacity of 15kA for 1 second - Supply of chemical earthing Cu Bonded High Tensile Low Carbon Steel Rod of dia not less than 17mm electrode complying to UL 467 Requirements & suitable for current carrying capacity of 15kA for 1 second, exothermic welded & 3Mtr long |
| 51 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 52 | i) 50 x 10mm G.I. Strip |
| 53 | ii) 32 x 6 mm G.I.strip |
| 54 | v) 25 x 3 mm GI strip |
| 55 | x) 8 S.W.G. Cu. Wire |
| 56 | MINIATURE CIRCUIT BREAKERS (MCB) Supplying & fixing of Miniature Circuit Breakers as per approved make of 10KA Breaking cpacity of following ratings |
| 57 | ii) 6A to 32A SPN MCB |
| 58 | MCB DISTRIBUTION BOARD INCLUSIVE OF SINGLE PHASE MCB Supply & fixing of MCB Distribution Board double door type, IP-42, inclusiveof MCB, Single Phase, as per approved make of following types with all accessories such as tinned copper busbars, neutral link, earth bar, din bar, knockouts, interconnections, earth studs, etc. (MCB - 10KA Breaking Capacity) |
| 59 | ii) 12 way DB with 32A DP as incoming-1No.& 6to16ASP as outgoing-12No |
| 60 | iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. |
| 61 | Providing & fixing flexible copper cable PVC insulated of 16sqmm for connecting the earth grid/earth strip with the crocodile clip i/c cost of 1 no. crocodile clip (for tanker earthing & other job) |
| 62 | THREE PHASE SERVO STABILIZER Supplying and fixing of 3 phase air cooled servo stabilizer for balanced and unbalanced load shall be independent correction of each phase (Range 300 - 460 V minimum) and as per specification |
| 63 | v) 30 KVA stabilizer |
| 64 | iii) 500VA CVT |
| 65 | CONSTRUCTION OF BUFFER STRIP |
| 66 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600 |
| 67 | i) All kinds of Soil |
| 68 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 69 | i) Local Fine Sand within grading zone IV |
| 70 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 71 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 72 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 73 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 74 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 75 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 76 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 77 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 78 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 79 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 80 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 81 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 82 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 83 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 84 | CONSTRUCTION OF RCC GRATING INTERCEPTOR |
| 85 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600 |
| 86 | CONSTRUCTION OF LGSF SALES BUILDING (7.5 |
| 87 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600 |
| 88 | i) All kinds of Soil |
| 89 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 90 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 91 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 92 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 93 | iii) Suspendedfloors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 94 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 95 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 96 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 97 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 98 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 99 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 100 | Providing Neat cement punning |
| 101 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 102 | viii) Half brick masonry with common burnt clay F.P.S.(non modular) brick of class designation 7.5 in Cement mortar 1:4 (1 cement : 4 coarse sand) IN FOUNDATION AND PLINTH |
| 103 | LGSF FOUNDATION |
| 104 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600 |
| 105 | i) All kinds of Soil |
| 106 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 107 | Supplying and filling in plinth with sand within specified grading zone of fine aggregates specified in table 3.1, clause 3.1.3 of attached specifications under floors, etc. in layers not exceeding 20cm in depth, each deposited layer to be compacted by ramming including watering, consolidating and dressing complete. |
| 108 | i) Local Fine Sand within grading zone IV |
| 109 | Providing and laying damp-proof course 40mm thick with cement concrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate 12.5mm nominal size). Item includes providing & mixing water proofing material in cement concrete work in doses by weight of cement as per manufacturer"s specifications. Providing & applying a coat of residual petroleum bitumen of grade VG-10 of approved quality using 1.7kg per square metre on damp proof course after cleaning the surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil |
| 110 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 111 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 112 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 113 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 114 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 115 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 116 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 117 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 118 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 119 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 120 | i)Flooring with size of Tiles 60x60Cm in cement mortar 1:4 |
| 121 | Providing and placing on terrace (at all floor levels) polyethylene water storage tank IS : 12701 marked with cover and suitable locking arrangement and making necessary holes for inlet, outlet and overflow pipes but without fittings and the base support for tank |
| 122 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers |
| 123 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 124 | ELECTRIFICATION OF SALES BUILDING |
| 125 | PANEL BOARDS AND DISTRIBUTION BOARDS Supply, installation, testing and commissioning of cubicle type power and motor control centre panel fabricated out of 14 SWG sheet steel undergone 7 tank process,dust & vermin proof, floor mounting type, suitable for indoor use having cable entry from the bottom and having following specific components complete, control wiring etc. as per enclosed standard drawing. Any other components/hardware required to complete the panels but not mentioned here shall also be provided. Note: Both incomers should have mechanical interlock for proper & safe operation. The MCCB used for incomer feeder shall have short circuit, overload and earthfault protection and also shunt coil for ESD operation. The Bus Bar support shall be DMC/ SMC/Epoxy moulded. All equipment/components shall be mounted logically to have free access for maintenance, tightening of connections & visual inspection. All the metering equipment shall be Digital & mounted on the panel and size of meter shall be 96 mm x 96 mm. The Bus Bar shall be provided with heat shrunk PVC sleeves & all power terminals shall be stud type with properly shrouding to avoid accidental contact. Neoprene type gasket shall be provided at the doorof the panel. The enclosure of the Panel shall have IP52 degree of protection. 2 Nos earth terminal shall be provided at the Panel frame with extension link for earthing connections. Painting:The under surface shall be prepared by applying a coat of phosphate paint and coat of yellow zinc chromate primer. The under surface shall be made free from all imperfections before undertaking the finishing coat. After preparation of the under surface, the switchboard shall be spray painted with two coats of epoxy based final paint or shall be powder coated. Colour shade of final paint shall be RAL 7032. |
| 126 | Medium RO, Standard drawing No. ENG/IOCL/PDIL-2. List of Componets are: (a) 1 No. MCCB (3P+N) of 100 A, 35 KA with O/L, E/F & S/C Releases for incomer from Electricity Board (b) AC Digital Voltmeter (0-500V) with built in selector switch for incomer from Electricty Board (c) AC Digital Ammeter (0-100A) with built in selector switch for incomer from Electricity Board (d) 1 No. FP, On Load, 100 A, Manually Operated Change over switch suitable for connection of Mains supply and 30 KVA DG Set /5 KW Solar system with required No. of MCCB (100 A,35 KA,3P+N) for change over between Mains supply and DG Set /Solar Supply along with 2 Nos 6A , SP, Control MCB with Indicating lamps. (e) 1 No. MCCB (3P+N) of 100A, 35 KA with UV coilO/L , E/F & S/C Releases for incomer from Electricity Board/DG Set/Solar Supply & 1 No 6A , SP, Control MCB with 3 Nos LED Type (RYB) Indicating lamps (f) 3 Nos 100/5 A CL1 10VA Current Transformers ; PT (50 VA) along with 2 A control fuse link and 1 No. 6A , SP, Control MCB (g) 1 No DP MCB of 40 A, 10 KAfor supply of essential loads (h) 1 No Single Phase Contactor(3NO+3NC) for supply to essential loads (i) 1 No MCB DB Hosuing 6 Nos , 16 A, 10 KA DP MCB as outgoings for essential loads (j) 415 V, TP & N, 125 A, Al Bus Bar (k) 4 Nos MCB (3P+N) of 40 A,10 KA for supply of outgoing feeders 1-4 (l) 9 Nos DP MCB of 10 A, 10 KA in Outgoing Feeder -1 (m) 6 Nos DP MCB of 16 A, 10 KA & 3 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-2 (n) 3 Nos DP MCB of 16 A, 10 KA & 6 Nos DP MCB of 20 A, 10 KA in outgoing Feeder-3 (o) 8 Nos TP MCB of 16 A, 10 KA & 1 Nos TP MCB of 25 A, 10 KA in outgoing Feeder-4 (p) Provision for Termination of Solar Power (Up to 10 KW) Incomer to Essential DB in Panel as per requirement ofIOCL. |
| 127 | FRP Manhole Cover - 450mm x 450mm |
| 128 | FRP Manhole Cover - 600mm x 600mm |
| 129 | FRP Manhole Cover - 900mm x 900mm |
| 130 | AIR FACILITY |
| 131 | i) All kinds of Soil |
| 132 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 133 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 134 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 135 | ii) 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm) |
| 136 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 137 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 138 | i) Local Fine Sand within grading zone IV |
| 139 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 140 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 141 | Painting with synthetic enamel paint of approved brand and manufacture of required colour to give an even shade with two or more coats over an under coat of suitable shade with ordinary paint of approved brand and manufacture. |
| 142 | ii) Powder coated aluminium sheet 2.5mm thick(minimum thickness of powder coating 50 micron) |
| 143 | Air compressor Supply and installation of horizontal air compressor assembly with delivery pressure of 12 kg/sq cm equipped with pressure gauge, non- return/safety/drain/delivery valves, automatic cut-off switch and suitable electrical connections & all standard accessories, including civil works: |
| 144 | ii) Horizontal air compressor Assembly of 3 HP (160-220 LITRES) including civil works |
| 145 | Tyre Inflator Supply & installation of Digital tyre inflator which is microprocessor based, automatic air pressure controller with solenoid controlled nozzle for automatic fill and release functions. Complete with weather proof cabinet, 3 digit LED displays with backlight illuminations i.e. one for actual tyre pressure and another for set pressure. Air filter, remote controller, cables, PVC hose pipe and working pressure upto 10bar (Excluding civil work for foundation,etc.) |
| 146 | CONSTRUCTION OF DRIVEWAY & APPROACH |
| 147 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 148 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 149 | Construction of granular sub-base by providing close graded material conforming to specifications, mixing in a mechanical mixer plant at Optimum Moisture Content, carriage of mixed material by tippers to work site, for all lead and lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface & compacting with vibratory power roller to achieve the desired density, complete as per specification & direction of Engineer-in-charge. |
| 150 | i) With material confirming to grade-I (size 75 mm to .075 mm) having CBR value - 30, Thickness as desired |
| 151 | Providing & laying factory made reflective type Lacquered finish Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih vibratory compaction & of approved size and design / shape, shade and manufacturers and as per IOCL"s specifications. The paver blocks shall have peripheral chamfer, with average crushing strength as per IS 15658, maximum water absorption of 2% after 10 minutes and 5% after 24 hrs. as per BS 1881, maximum dimensional deviations of +/- 2mm on length @ width and +/- 3 mm on thickness. The job includes supplying and laying a layer of 50 mm thick clean coarse sand on thoroughly compacted sub-base below the paver blocks, cutting the paver blocks wherever required with hydraulic splitter, filling in the joints at the edges of paver blocks with sand, compacting with machine vibrator to required line and level, etc. complete. (Payment for provision of edge restraints shall be made separately) |
| 152 | ii) M40 grade 80 mm thick reflective type Lacquered finish |
| 153 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 154 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 155 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 156 | Providing and laying at or near ground level factory made kerb stone of M-25 grade cement in position to the required line, level and curvature jointed with cement mortar 1:3 (1 cement:3 coarse sand) including making joints with or without grooves (thickness of joints except at sharp curve shall not to more than 5mm) including making drainage opening wherever required complete etc. as per direction of Engineer-in-charge (length of finished kerb edging shall be measured for payment) (Precast C.C. kerb stone shall be approved by Engineer-in-charge. |
| 157 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to .075 mm) to wet mix macadam (WMM) specifications including premixing the material with water at OMC for all leads and lifts, laying in uniform layers with mechanical paver finisher in sub-base/base course on well prepared surface and compacting with vibratory roller of 8 to 10 ton capacity to achieve the desired density, complete as per specifications & directions of Engineer-in- charge |
| 158 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 159 | SUPPLY AND INSTALLATION OF YARD LIGHTS |
| 160 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. |
| 161 | iii) 160 mm diameter PVC Rain water pipe |
| 162 | ii) 110 mm diameter |
| 163 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 164 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 165 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying ofXLPE insulated PVC sheathed aluminium/copper conductor, 1.1 kV grade armoured cable conforming to IS:7098, as per approved make in ground/ trench/surface/pipe, etc. whereever required as per direction of Engineer In-charge. Note: The rate of Installation should be inclusive of Cable clamps, tags Saddles, Consumables etc. Trays/pipes, trenches, fabricated tray supports etc will be covered & paid in Separate Items |
| 166 | i) 2 Core x 1.5 sq. mm. (copper) |
| 167 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 168 | xviii) 3.5 Core x 50 sq. mm Aluminium Cable FRLS |
| 169 | CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination (NON FLP): Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of NON FLP heavy duty Double Compressoncable glands, crimping type lugs and allied jointing materials, etc. all complete as per specificationand direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 170 | ii) 2 Core x 2.5 sq. mm |
| 171 | vii) 3 Core x 2.5 sq. mm |
| 172 | Supply & drawing/laying, jointing, connecting, testing and commissioning ofearth strip/copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 173 | v) 25 x 3 mm GI strip |
| 174 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) : |
| 175 | iii) S/E of 5 Meter high galvanised Octagonal pole with top 60mm(A/F), bottom 130mm (A/F) made up of 3 mm thick plate having a base plate of size 210 x 210 x 12 with single arm 1500mm long bracket arm made up of 48 O.D. pipe with EN 8 grade galvanised foundation bolts and anchor plate on suitable concrete foundation as per standard drawings enclosed herein(Civil & Electrical works shall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides) |
| 176 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 177 | Supplying & drawing inside the poles 3 core 2.5 sq.mm PVC insulated flexible copper conductor, fixing of junction box at the pole base (excluding supply of JB), making all connections on both ends, all complete as per specification and direction of Engineer In-charge. |
| 178 | ii) "L" Pole |
| 179 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. |
| 180 | i) All kinds of Soil |
| 181 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 182 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 183 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 184 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 185 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 186 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 187 | CONSTRUCTION OF UNIPOLE FOUNDATION |
| 188 | i) All kinds of Soil |
| 189 | Extra for every additional lift of 1.5m or part thereof in excavation or banking excavated or stacked materials in all kinds of soil |
| 190 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 191 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 192 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 193 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 194 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 195 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 196 | ii) 110 mm diameter |
| 197 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 198 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 199 | xxiv)3 Core x 2.5 sq. mm Copper Cable XLPE |
| 200 | vii) 3 Core x 2.5 sq. mm |
| 201 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 202 | Supply & fixing of weatherproof125 mm dia junction box (4 way entry) of BALIGA/CEAG-FCG/FLEXPRO/FEPL makeincluding clamping arrangement, all complete as per specification & direction of Engineer In-charge. |
| 203 | ii) Upto 32A DP MCB |
| 204 | CONSTRUCTION OF ONE DOUBLE SIDED HOARDIN |
| 205 | i) All kinds of Soil |
| 206 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 207 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 208 | ii) PCC 1 Cement:1½ Coarse Sand:3 Graded Stone Aggregate 20mm |
| 209 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 210 | Structural steel work riveted,bolted or welded in built up sections, trusses & framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer all complete: |
| 211 | Painting on G.S. sheet with synthetic enamel paint of approved brand & manufacture of required colour to give an even shade, 2 or more coats,including a coat of approved steel primer but excluding a coat of mordant solution |
| 212 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 213 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 214 | ii) Upto 32A DP MCB |
| 215 | vii) 3 Core x 2.5 sq. mm |
| 216 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 217 | i) 2 Core x 1.5 sq. mm. (copper) |
| 218 | vi) 8 S.W.G. G.I. Wire (bare) |
| 219 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 220 | ii) 2+8 way SPN |
| 221 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixture with fittings and accessories for Yard lighting purpose having IP66 protection class with Pressure Die Cast LM6/ADC12/LM24 housing and with toughened glass or UV stabilized polycarbonate cover type of approved make or equivalent as per direction of Engineer-in-charge. The LED driver shall have an in-built high voltage cutoff >= 290 V with power factor of complete fitting greater than 0.90. CCT (Correlated Colour temperature) shall be in the range of 5665 K +/- 355 K as per ANSI standard C78.377, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 70 for outdoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 100 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 3kV shall be provided. Supply of complete fitting with all accessories as per specification attached and as per direction of engineer in charge. Each lot of fittings shall accompany test certificates LM79/ IS:16106 and reference/ batch nos of LEDs and fittings for verification at site. The supply of LED lighting shall be covered by a warranty of minimum 60 months from the date of supply of the lighting and the LED light fitting shall be complete in all respects including LED, LED Driver, Electronic circuitory, Luminaire etc. |
| 222 | CONSTRUCTION OF SINGLE SIDE DRAIN |
| 223 | i) All kinds of Soil |
| 224 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 225 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 226 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 227 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 228 | Providing Neat cement punning |
| 229 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 230 | CONSTRUCTION OF CANOPY FOUNDATION - 4 NO |
| 231 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in widthas well as 10 sqm on plan) including taking out and disposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately as per item no. MH1CN00600 |
| 232 | i) All kinds of Soil |
| 233 | Supply & filling of local earth (including royalty) by mechanical transport also including ramming & watering of the earth in layers not exceeding 20cm in depth in plot, trenches, plinth, sides of foundations etc. complete |
| 234 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1 cement :3 coarse sand : 6graded stone aggregate 20mm nominal size) over 75mm bed by dry brick ballast 40mm nominal size well rammed and consolidated and grouted with fine sand including necessary excavation levelling & dressing & finishing the top smooth |
| 235 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 236 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 237 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 238 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 239 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 240 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 241 | Providing and fixing on wall face unplasticised Rigid PVC rain water pipes conforming to IS:13592 Type A including jointing with seal ring conforming to IS : 5382 leaving 10 mm gap for thermal expansion, Single socketed pipes. |
| 242 | ii) 110 mm diameter |
| 243 | Constructing masonry Chamber 60x60x75 cm,inside in cement mortar 1:4 (1 cement : 4 coarse sand) for sluice valves etc, with CI surface box 100mm. top diameter,160 mm bottom diameter and 180 mm deep (inside) with chained lid and RCC top slab 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20mm nominalsize), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal size) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat of neat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 244 | Providing and laying non-pressure NP2 class (light duty) R.C.C. pipes with collars jointed with stiff mixture of cement mortar in the proportion of 1:2 (1 cement : 2 fine sand) including testing of joints etc. complete : Light Duty |
| 245 | ii) 150 mm dia. R.C.C. pipe |
| 246 | iv) 300 mm dia. R.C.C. pipe |
| 247 | Supplying and fixing MS foundation bolts with necessary GI nuts and washers of specified sizes,all conforming to relevant Indian Standards and as approved by Engineer-in-charge : |
| 248 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
Copyright © 2024 · All Rights Reserved. Terms of Usage | Privacy Policy
For Tender Information Services Visit : TenderDetail
