Indian Oil Corporation Limited-IOCL has published Tender For Ioaod Eng Development Of New A Site Retail Outlet At Pallel On Nh 2, 3 Km From Pallel Police Station, District Kackching, Manipur.. Submission Date for this Tender is 04-01-2023. Land Development Tenders in Tengnoupal Manipur. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | 1.TRANSPORTATION OF MATERIAL |
| 2 | 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) |
| 3 | xi) MPD/MPP pumps upto 2 nos., 0-30 Km |
| 4 | xii) MPD/MPP pumps upto 2 nos., Add extra for every additional Km above 30km |
| 5 | iii) 15/20 KL Tank with fittings : 0 - 30 Km |
| 6 | viii) Mono/Duo pump/Air Comp/STP/All other pumps - upto 2 nos, Add extra for every additional Km above 30km |
| 7 | Loading/unloading charges for 10/15/20/ 50/70 KL tanks. |
| 8 | ii) Loading/unloading charges for 15/20 KL Tank |
| 9 | 2. CIVIL WORKS FOR PUMP ISLAND WITH TRENCH |
| 10 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 11 | 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. |
| 12 | i) Local Fine Sand within grading zone IV |
| 13 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 14 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 15 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 16 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 17 | 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 |
| 18 | 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. |
| 19 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm |
| 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 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 | 3. CIVIL WORKS FOR TANK FARM |
| 25 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 26 | i) All kinds of Soil |
| 27 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 28 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 29 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 30 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 31 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 32 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 33 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 34 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 35 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 36 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 37 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 38 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 39 | 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. |
| 40 | 4. CIVIL WORK - TANK MANHOLE CHAMBER |
| 41 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 42 | i) All kinds of Soil |
| 43 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 44 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 45 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 46 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 47 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 48 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 49 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 50 | 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: |
| 51 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 52 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 53 | Providing Neat cement punning |
| 54 | White washing with 3 or more coats of lime to give an even shade |
| 55 | 5. INSTALLATION OF EQUIPMENTS & PIPELINE WORKS |
| 56 | Installation of supplied Multi Product Pumps / Dispensers on pump island as per manufacturers installation manual, drawings, including supplying, providing necessary frame of ISMC 100, foundation bolts, supplying and filling required quantity of dry sand in pit(s) below the pump |
| 57 | i) 2 product - 4 nozzle MPPs/MPDs |
| 58 | Installation of Corporation supplied Standard Submersible Turbine Pump on the existing Manhole Cover as per drawing and direction of Engineer in Charge |
| 59 | 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. |
| 60 | Installation of supplied 20 KL Tank as per specified drawings as per work description but excluding all works of kerb wall and Gasket for manhole including painting / doping with Shalimastic HD as applicable as per specifications complete. RCC works wherever mentioned shall be of grade M20 |
| 61 | ii) In earth pit with RCC matt raft as per standard Drg. ENG/314 |
| 62 | Supplying and installation of the following threaded coupling |
| 63 | i) 80 mm dia Aluminium camlock coupling - Male only |
| 64 | Providing locking arrangements to fill/dip pipes as per Drg. no. ENG/309 – 1/2 |
| 65 | Providing locking arrangement to fill/dip pipe With clamp&lock 6 lever |
| 66 | 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. |
| 67 | Supply and installation of ‘U’ type CS bend on the vent pipes including painting as per specifications and supplying and brazingwire mesh of 11 mesh per linear centi-meter of non-corrosive metal in two layers on both ends. |
| 68 | ii) Supply & installation of U type CS bend on vent pipe of 50 mm dia |
| 69 | Supply, fabrication, laying and testing of MS black, ERW welded, 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 Underground pipeline with doping |
| 70 | iii) S/L Welded U/G HD MS Pipes of 50mm dia with fittings,doping |
| 71 | 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 |
| 72 | iii) S/L Threaded A/G HD MS Pipes of 50 mm dia with fittings,Painting |
| 73 | ii) S/L Threaded A/G HD MS Pipes of 80 mm dia with fittings,Painting |
| 74 | Supply and installation of screwed type gun metal valves as per IOC specifications: Ball Valve |
| 75 | iii) S/I Screwed type GM Ball Valve of50 mm dia |
| 76 | 6. ELECTRICAL WORKS FOR MPD/STP/AUTOMATION READINESS |
| 77 | 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 |
| 78 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 79 | 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. |
| 80 | vi) 3 Core x 1.5 sq. mm. |
| 81 | vii) 3 Core x 2.5 sq. mm |
| 82 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 83 | vi) 3 Core x 1.5 sq. mm. |
| 84 | vii) 3 Core x 2.5 sq. mm |
| 85 | CONSTANT VOLTAGE TRANSFORMER Supplying, installation, testing and commissioning of single phase, air cooled constant voltage transformer of approved make having input voltage range of 180-260V and output voltage of 220/230V with sine wave output wave form and having automatic current limiting and short circuit protectionincluding all accessories complete (for displays) for the following VA ratings. |
| 86 | iii) 500VA CVT |
| 87 | SINGLE SERVO VOLTAGE STABILISER Supply and fixing of 230V, Single phase, AC Servo voltage stabilizer ofapproved makes,(Range - 180 - 250 minimum) shall be provided for Individualdispensing pump as per IE Regulation and as per specification |
| 88 | iv) 5KVA stabilizer |
| 89 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 90 | 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 |
| 91 | iii) 3 Core x 1.5 sq. mm. (copper) |
| 92 | Providing, fixing, testing and commissioning of FLPjunction box of approved make for cable connection/ jointing. |
| 93 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 94 | Supply and installation of MCB distribution boardhaving Doubledoorcomplete with tinned cu bus bar, neutral bus bar, earth bar, din bar, interconnection, earthing etc. withoutincoming isolator and MCBs |
| 95 | ii) 2+8 way SPN |
| 96 | Supplying and fixing of following MCBs with necessery inter connectionson existing DB, Panel board etc. |
| 97 | ii) Upto 32A DP MCB |
| 98 | 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 |
| 99 | v) 4 Core x 2.5 sq. mm Copper Cable FRLS |
| 100 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 101 | 7. EARTHING WORKS |
| 102 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 103 | i) All kinds of Soil |
| 104 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 105 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 106 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 107 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 108 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 109 | iii) 15mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) on rough side of half or single brick wall |
| 110 | Supply of chemical earthing technology (pipe in pipe) for Electrode Design of specified Current Carrying Capacity in kA for 1 second. Crystaline Conductive mixture which is machine pressed in the pipes should not disintegrade or collapse when the outer pipe corrodes. Resistivity of the Material shall be less than 0.2ohm meter when tested by making a 20cm Cube of the Material & checking the resistance across the opposite faces of the cube. Necessary Test certificate shall be submitted. Concentric Earth Electrode Pipe should be MS of IS:1239 quality & hot Dip galvanised of 150 micron. Electrode Material Selection should be as per Clause 9.3: IS-3043. |
| 111 | ii) Current Capacity:15kA Primary Conductor(Inner pipe dia-20NB; Electrode Outer Pipe Dia-40NB Length of Concentric Pipes:3M |
| 112 | Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc |
| 113 | ii) 6 mm thick chequered plate on cable trench inside swtich room, DG room, earthing pit including cutting, painting, lifting hooks, etc |
| 114 | Conducting testing of earthing pit for grid and pit resistance with required standard equipments, megger. Submission of 2 copies of the test report of the measured resistance, writing the resistance value on the earthing pit cover plate or on the display board. |
| 115 | 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 : |
| 116 | i) 50 x 10mm G.I. Strip |
| 117 | ii) 32 x 6 mm G.I.strip |
| 118 | xi) 10 S.W.G. Cu. Wire |
| 119 | vi) 8 S.W.G. G.I. Wire (bare) |
| 120 | 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) |
| 121 | 8. PB DRIVEWAY WITH EDGE RESTRAINTS |
| 122 | Supply and laying of water bound macadam in layers, each of 75 mm thick (consolidated) with 63 mm to 45 mm stone aggregate. Each layer shall be consolidated by power roller after watering, spreading chippings of stone and murrum complete as per specifications. Item includes supply of murrum 6 mm thick, watering and rolling with power roller complete with preparation of surface. Rate per Layer |
| 123 | Supply and laying of water bound macadam of 100 mm consolidated thickness for subbase with 90 to 45 mm stone aggregate,11.2mm size screenings, chippings of stone and murrum spreading, watering and consolidating in camber with power roller complete as/specifications. |
| 124 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 125 | i) All kinds of Soil |
| 126 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 127 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 128 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 129 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 130 | 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. |
| 131 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 132 | Providing & laying factory made Grey / coloured pre-cast cement concrete, interlocking paver block of specified grade made by block making machine wih strong 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 +/- 3mm 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. |
| 133 | ii) M40 grade 80 mm thick Plain finish |
| 134 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 135 | i) Foundations,footings,bases of column |
| 136 | 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. |
| 137 | ii) With material confirming to grade-II (size 53 mm to .075 mm) having CBR value -25,Thickness as desired |
| 138 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing : |
| 139 | iv) PCC 1 Cement:2 Coarse Sand:4 Graded Stone Aggregate 40mm |
| 140 | 9. CONSTRUCTION OF CANOPY |
| 141 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 142 | ii) Ordinary rock |
| 143 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 144 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 145 | viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) |
| 146 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 147 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 148 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 149 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 150 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 151 | 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 : |
| 152 | vi) 32mm dia x 1125mm long with 100 mm dia x 8 mm thick plate |
| 153 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 154 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 155 | 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. |
| 156 | ii) 110 mm diameter |
| 157 | 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 |
| 158 | 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: |
| 159 | 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. |
| 160 | Providing and fixing Klippon Galvalume steel profile sheets (size, shape and pitch of corrugation as approved by Engineer-in-charge) of Cold rolled steel confirming to IS:513-2008 of base metal thickness 0.50 mm, having Yield Stress of Min. 275 MPa. Steel surface shall have hot dip metallic coating of Al-Zinc alloy comprising 55% Alluminium, 43.5% Zinc and 1.5% Silicon as per the ASTM-A792M, with total mass of coating on both sides shall be 150 gms/sqm. The steel shall have organic coating with Silicon Modified Polyester (SMP) /Super Durable Polyester (SDP) paint on continuous coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns SMP /SDP paint over 5-7 microns epoxy primer) and back side 8-10 Microns SMP/SDP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.58 MM. Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m or as desired by Engineer-in-charge. |
| 161 | i) Profile Sheet for roofing |
| 162 | ii) Plain Sheet for Ridges (500 - 600mm). |
| 163 | iii) Plain sheet for Flashings/ Aprons (Upto 600 mm) |
| 164 | iv) Plain Sheet for Gutter (600 mm over all girth) |
| 165 | Providing and fixing 150F/200F flush panel,(pre-coated steel) False Ceiling made of Cold rolled steel sheet conforming to IS 513, having minimum yield stress and tensile stress as 240 Mpa and 300 Mpa respectively. Base metal thickness for ceiling panel and Carriers shall be 0.45mm and 0.55mm respectively. The steel surface shall have hot dip metallic coated with Zinc coating (galvanizing) as per IS277, with total mass of coating on both sides shall be 120 gms/sqm. The steel shall have organic coating with Regular Modified Polyester (RMP) paint on continues coil coating line. The thickness of coating on top side shall be 20-25 Microns (i.e. 15-18 microns RMP paint, over 5-7 microns epoxy primer) and back side 8-10 Microns RMP paint over epoxy primer. Total Coated Thickness (TCT) shall be 0.50 MM for Ceiling panel and 0.60 MM for Carrier. Sheet shall have protective Sheet shall have protective guard film of thickness of 25 microns minimum to avoid scratches while transportation and should be supplied in single length up to 6m (for panel) and up to 5m (for carrier) or as desired by Engineer-in-charge. The ceiling panel shall be clipped into carriers which are suspended from steel trusses/purlins with the help of GI suspension angle of size 25x25x0.5mm thick by means of rigid suspension system meant for exterior. The longitudinal joints of two panels shall be butt joined with a special type of panel splice to be fixed from inner side. The carrier will be joined with carrier splices maintaining a module of 150 mm. The spans shall not exceed as recommended and manufacturer recommendations shall be followed on installation procedure. |
| 166 | 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 |
| 167 | iv) 300 mm dia. R.C.C. pipe |
| 168 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 169 | 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 |
| 170 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 171 | xiv) 4 Core x 16 sq. mm Aluminium Cable FRLS |
| 172 | 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. |
| 173 | vii) 3 Core x 2.5 sq. mm |
| 174 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 175 | vii) 3 Core x 2.5 sq. mm |
| 176 | xiv) 4 Core x 16 sq. mm |
| 177 | Providing, fixing, testing and commissioning of FLPjunction box of approved make for cable connection/ jointing. |
| 178 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 179 | LINEAR LIGHT LED 80W |
| 180 | 10.CONSTRUCTION OF SALES BUILDING |
| 181 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 182 | i) All kinds of Soil |
| 183 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 184 | 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. |
| 185 | i) Local Fine Sand within grading zone IV |
| 186 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 187 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 188 | 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 |
| 189 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 190 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 191 | Providing & Laying Reinforcedcementconcreteworkinwalls (Any thickness) including attached pilasters, buttresses, plinth and string courses, fillets, columns, pillars, piers, abutments, posts and struts etc. above plinth level UP TO FLOOR V LEVEL excluding cost of centering, shuttering, finishing and reinforcement : |
| 192 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 193 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 194 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 195 | iii) Suspendedfloors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 196 | iv) Lintels, beams plinth beams,girders bressumers and cantilevers |
| 197 | v) Columns, Pillars, Piers, Abutments, Posts and Struts. |
| 198 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 199 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 200 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 201 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 202 | iv) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand)in superstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 203 | 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 |
| 204 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 205 | Providingandfixing100x85x5.5 mm (heavy type) brightfinished brassbutthingeswithnecessary screws etc. complete : |
| 206 | Providing and fixing 150 mm bright finished chrome plated brass hanging type floor door stopper with rubber cushion necessary brass screws, etc. complete. to suit shutter thickness complete |
| 207 | Providing and fixing aluminium extruded section body tubular type universal hydraulic door closer with double speed adjustment with necessary accessories and screws etc. complete. |
| 208 | Providing & fixing chromium plated brass 100mm mortice latch & lock with 6 levers & a pair of lever handles with necessary screws etc complete (best make of approved quality). |
| 209 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/ appropriate Z sections and other sections of approved make conforming to IS: 733 and IS:1285, fixed with rawl plugs and screws or with fixing clips, or with expansion hold fasteners including necessary filling up of gaps at junctions,at top, bottom & sides with with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing/panelling, C.P. brass/stainless steel screws including fixingall complete as per drawing & the directions of Engineer-in-charge. (Cost of glazing or panels to be paid for separately) |
| 210 | i) Fixed Glazing with Powder coated aluminium (minimum thickness of powder coating 50 micron) sections |
| 211 | iii) For shutters of doors, windows & ventilators with Powder coated aluminium sections including providing fixing hinges/ pivots & making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately) |
| 212 | Providing and fixing 12mm thick prelaminated particle board flat pressed three layer or graded wood particle board conforming to IS: 12823 Grade l Type ll, in panelling fixed in aluminium doors, windows shutters and partition frames with C.P. brass/stainless steel screws etc. complete as per directions ofEngineer in charge |
| 213 | ii) Pre-laminated particle board with decorative lamination on both sides |
| 214 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge. (Cost of aluminium snap beading shall be paid in basic item): |
| 215 | i) With float glass panes of 4.0 mm thickness (weight not less than 10kg/sqm) |
| 216 | iii) With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm) |
| 217 | Providing and fixing double action hydraulic floor spring of approved brand and manufacture IS : 6315 having brand logo embossed on the body/plate with double spring mechanism and door weight upto 125 kg, for doors, including cost of cutting floors, embedding in floors as required and making good the same matching to the existing floor finishing and cover plates with brass pivot and single piece M.S. sheet outer box with slide plate etc. complete as per the direction of Engineer-in-charge. |
| 218 | i) With stainless steel cover plate minimum 1.25 mm thickness |
| 219 | Providing and fixing aluminium round shape handle of outer dia 100mm with SS screws etc. complete as per direction of Engineer-in- charge |
| 220 | i) Powder coated minimum thickness 50 micron aluminium |
| 221 | Providing & fixing anodised aluminium grill (anodised transparent or dyed to required shade according to IS:1868 with minimum anodic coating of grade AC 25 of approved design/pattern, with approved standard section & fixed to the existing window frame with C.P.brass /stainless steel screws @ 200mm centre to centre, including cutting the grill to proper opening size for fixing and operation of handles and fixing approved anodised aluminium standard section around the opening, all complete as per requirement and direction of Engineer-in-charge.(Only weight of grill to be measured for payment) |
| 222 | Providing and fixing 12 mm thick frameless toughened glass door shutter of approved brand and manufacture, including providing and fixing top & bottom pivot & double acting hydraulic floor spring type fixing arrangement and making necessary holes etc for fixing required door fittings, all complete as per direction of Engineer-in-charge (Door handle, lock and stopper etc. to be paid separately). |
| 223 | Supplying and fixing rolling shutters of approved make, madeof required size M.S. laths interlocked together through their entire length,jointed together at the end by end locks mounted on specially designed pipe shaft with brackets, side guides and arrangements for inside and outside locking with push and pull operation complete including the cost of providing and fixing necessary 27.5cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS 4454 Part-I & M.S. top cover of required thickness for rolling shutters:- 80x1.25mm MS laths with1.25 mm thick top cover |
| 224 | Providing and fixing ball bearing for rolling shutters. |
| 225 | 40mm Thick Cement concrete flooring 1:2:4 (1 cement : 2 coarse sand:4 stone aggregate of 20mm nominal size) finished with a floating cement coat of neat including cement slurry, but excluding the cost of nosing of steps etc. complete. |
| 226 | Chequered precast cement concrete tiles 22 mm thick in footpath & courtyard jointed with neat cement slurry mixed with pigment to match the shade of tiles including rubbing and cleaning etc. complete on 20 mm thick bed of cement mortar 1:4 (1 cement: 4 coarse sand). Tiles of dark shade pigment using ordinary cement |
| 227 | 25mm Thick Kota stone slab flooring over 20 mm (average) thick base laid over and jointed with grey cement slurry mixed with pigment to match the shade ofthe slab including rubbing and polishing complete. with baseof cement mortar 1 : 4 (1 cement : 4 coarse sand) |
| 228 | Providing & fixing Ist quality ceramic glazed wall tiles conforming to IS : 15622 (minimum thickness of 5 mm) of approved make in all colours,shades except burgundy,bottle green,black of any size as approved by Engineer-in-Charge in skirting,risers of steps and dados over 12 mm thick bed of cement Mortar 1:3 (1 cement : 3 coarse sand) and jointing with grey cement slurry @ 3.3kg per sqm including pointinginwhite cementmixed withpigment ofmatchingshade. |
| 229 | Providing & laying Ceramic Glazed floor tiles 300x300 mm or more (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours White, Ivory, Grey, Fume Red Brown, laid on 20mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand) jointing with grey cement slurry@ 3.3kg/sqm including pointing the joints with white cement and matching pigments etc. complete. |
| 230 | Providing & laying vitrified floor tile in different sizes (thickness as per manufacturer) with water absorption"s less than 0.08% and conforming to IS : 15622 of approved make in all colours and shades, laid on 20mm thick cement mortar as specified with coarse sand jointing with greycement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified |
| 231 | i)Flooring with size of Tiles 60x60Cm in cement mortar 1:4 |
| 232 | Painting top of roofs with residual type petroleum bitumen of grade VG10 of approved quality at 17kg per10sqm impregnated with a coat of coarse sand at 60 cudm per 10sqm including cleaning the slab surface with brushes & finally with a piece of cloth lightly soaked in kerosene oil complete. |
| 233 | 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. |
| 234 | ii) 110 mm diameter |
| 235 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 236 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 237 | iii) 15mm cement plaster of mix 1:4 (1 cement: 4 coarse sand) on rough side of half or single brick wall |
| 238 | Providing and laying 6mm thick cement plaster on surfaces with fine sand including curing etc. |
| 239 | i) 6mm thick plaster of mix 1:3 (1 cement: 3 fine sand) |
| 240 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 241 | Applying one coat of water thinnable cement primer of approved brand and manufacture on wall surface : |
| 242 | Finishing walls with Acrylic Smooth exterior paint of required shade (2 or more coat applied @ 1.67 ltr/10 sqm over & including priming coat of exterior Primer applied @ 2.20kg/10 sqm) |
| 243 | Finishing walls with Deluxe Multi surface paint system for interiors & exteriors using Primer as per manufacturers specifications with two or more coats applied on wall @ 1.25 ltr/10 sqm. over and including one coat of Special primer applied @ 0.75 ltr / 10sqm |
| 244 | 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. |
| 245 | Providing and fixing water closet squatting pan (Indian type W.C.pan) with 100mm sand cast Iron P or S trap, 10 litre low level white P.V.C.flushing cistern including flush pipewith manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required -White Vitreous china Orissa pattern W.C. pan of size 580x440 mm with integral type foot rests. |
| 246 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white PVC flushing cisternincluding flush pipe with manually controlled device (handle lever),conforming to IS : 7231, with all fittings and fixtures complete including cutting and making good the walls and floors wherever required: |
| 247 | i) W.C. pan with ISI marked white solid plastic seat and lid |
| 248 | Providing and fixing white vitreous china flat back or wall corner type lippedfronturinalbasinof430x260x350mmand340x410x 265 mm sizes respectively with automatic flushing cistern with standard flush pipe and C.P. brass spreaders with brass unions and G.I clamps complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 249 | i) One urinal basin with 5 litre white P.V.C. automatic flushing cistern |
| 250 | Providing and fixing wash basin with C.I. brackets, 15 mm C.P. brass pillar taps, 32 mm C.P. brass waste of standard pattern, including painting of fittings and brackets, cutting and making good the walls wherever required : |
| 251 | ii) White Vitreous China Flat back wash basin size 550x400 mm with single 15 mm C.P. brass pillar tap |
| 252 | Providing & fixing mirror of superior glass (of approved quality) & of required shape and size with plastic moulded frame of approved make and shade with 6 mm thick hard board backing : |
| 253 | i) Rectangular shape 453x357mm |
| 254 | Providing and fixing 600x120x5mm glass shelf with edges round off, supported on anodised aluminium angle frame with C.P. brass brackets & guard rail complete fixed with 40 mm long screws, rawl plugs etc., complete. |
| 255 | Providing and fixing toilet paper holder : |
| 256 | i) C.P. brass |
| 257 | Providing & fixing trap of self cleansing design with screwed down or hinged grating with or without vent arm complete, including cost of cutting and making good the walls and floors : |
| 258 | ii) 100mm inlet & 75mm outlet SCI S&S as per IS -3989. |
| 259 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings, i/c fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and the cost of cutting chases and making good the same including testing of joints complete as per direction of Engineer in Charge.Concealed work including cutting chases and making good the walls etc. |
| 260 | i) 15 mm nominal outer dia Pipes |
| 261 | ii) 20 mm nominal outer dia Pipes |
| 262 | iii) 25 mm nominal outer dia Pipes |
| 263 | Providing and fixing brass bib cock of approved quality : |
| 264 | i) 15 mm nominal bore |
| 265 | Providing and fixing brass stop cock of approved quality : |
| 266 | i) 15 mm nominal bore |
| 267 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 268 | i) 25 mm nominal bore |
| 269 | Providing and fixing ball valve (brass) of approved quality, High or low pressure, with plastic floats complete : |
| 270 | i) 15 mm nominal bore |
| 271 | ii) 20 mm nominal bore |
| 272 | 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 |
| 273 | Providing, laying and jointing glazed stoneware pipes class SP-1 with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 274 | i) 100 mm diameter |
| 275 | ii) 150 mm diameter |
| 276 | Providingandfixingsquare-mouth S.W. gully trap class SP-1 complete with C.I. grating brick masonry chamber with water tight C.I.cover with frame of 300 x300 mm size(inside) the weight of cover to be not less than 4.50 kg and frame to be not less than 2.70 kg as per standard design : |
| 277 | i) 100x100 mm size P type with common burnt clay bricks of class Designation 7.5 |
| 278 | Constructing brick masonry chamber for underground C.I. inspection chamber and bends with bricks in cement mortar 1:4 (1 cement : 4 coarse sand) C.I. cover with frame (light duty) 455x610 mm internal dimensions,total weight of cover with frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) R.C.C. top slab with 1:2:4 mix (1 cement :2coarse sand : 4 graded stone aggregate 20 mm nominal size) foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mmnominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished smooth with a floating coat of neat cement on walls and bed concrete etc. complete as per standard design: |
| 279 | ii) Inside dimensions 500x700 mm and 45 cm deep for pipeline with one or two inlets with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 280 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm dry brick honey comb shaft with bricks and SW drain pipe 100 mm diameter, 1.8 m long complete as per standard design with common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 281 | Writing name of Retail Outlet and location/ Indian Oil Corporation monogram, other sign / slogans on building / glass of show window etc. of the following heights / diameters with vinyl sticker of approved quality and shade. 150 micron thickNon Reflective Vinyl sticker3M or Equivalent Brand |
| 282 | ii) Letter of size 6 to 15 cms |
| 283 | iii) Letter of size from 16 to 25 cms |
| 284 | Providing and fixing Stainless steel pipe and fitting of grade AISI 304 as per JIS standard 3448 complete with press type fitting( fitting shall be paid separately) including fixing of the pipe with clamps at 1.00m spacing including cutting and making good the walls including testing of joints complete as/direction of Engineer in charge.(pipe length inserted in the fitting shall not be measured for payment) Exposed on walls or concealed in walls /others |
| 285 | ii) 22.22 mm OD SS pipe |
| 286 | v) 42.70 mm OD SS pipe |
| 287 | 11.ELECTRIFICATION OF SALES BUILDING |
| 288 | 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. |
| 289 | 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. |
| 290 | 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 |
| 291 | iv) 20 KVA stabilizer |
| 292 | Cable dressing and tagging of cables in installed Main Electrical Panel and Distribution Boards for Panel board codes MPLEN03302 and MPLEN03303 The work includes disconnection of all cables from panel side, removing all cabes upto entry to the panel room, relaying the cables through cable tray, or cable trench or electrical conduit and termination of cables with proper size cable glands in panel side after tagging with cable tags for identification. Payment for cable tray, conduit, any civil works, cable glands to be paid seperately. |
| 293 | PROVIDING INTERNAL WIRING |
| 294 | ii) Wiring for light point/fan point/exhaust fan point/call bell point with 1.5 sq.mm FR PVC insulated copper conductor single core cable in surface / recessed medium class PVC conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm. FR PVC insulated copper conductor single core cable etc as required. |
| 295 | Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make |
| 296 | i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire |
| 297 | ii) 2 x 2.5 sq mm + 1 x 2.5 sq mm earth wire |
| 298 | iii) 2 x 4 sq mm + 1 x 4 sq mm earth wire |
| 299 | iv) 2 x 6 sq mm + 1 x 6 sq mm earth wire |
| 300 | SWITCHES, FUSES, MCBS, ELCBS ETC Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved includingflush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer"s specification and direction of Engineer In-charge. |
| 301 | iv) 6 module frame |
| 302 | v) 8 module frame |
| 303 | vii) 6A Modular Switch |
| 304 | ix) 6A, 3 Pin Modular Socket |
| 305 | x) 15 A6 Pin Modular socket |
| 306 | xii) Fan Regulator of stepped modular type |
| 307 | CEILING FANS Supply & fixing of ceiling fan for inside of the sales building of following type: |
| 308 | iii) 1200 mm sweep |
| 309 | EXHAUST FANS Supply and fixing of exhaust fan including electrical wiring all shall be with per specification and direction of site In charge. The fans shall be with louvers / shutters. (The job does notinclude making suitable cut out in thewall for fixing the fan). |
| 310 | ii) 9" dia light duty, make Khaitan or equivalent |
| 311 | iii) 12" heavy duty, make GEC or equivalent |
| 312 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 18 Watts with fittings and accessories, having IP65 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 >=290V 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. LEDefficacy shall be greater than140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire Shall be 100 Lumens per Watt. TheSurge 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 |
| 313 | Supply and Fixing of Discrete LED (Light Emitting Diode) Tube lights of 8 Watts with fittings and accessories, having IP20 protection class with CRCA/PC/Aluminium Extrusion housing & with 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 range from 5700 Kelvin (5665 K +/- 355 K) to 6500 Kelvin, CRI (Colour rendering index) should include all colour range from R1 to R15 and > 80 for indoor luminaire. LED efficacy shall be greater than 140 lumens/watt @ 350mA drive current. The minimum system lumen efficacy of the luminaire shall be 95 Lumens per Watt. The Surge Protection Device (SPD) should be series type with fail safe, surge protection for minimum 2kV 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. |
| 314 | Supplying & Fixing of following items for electrical safety in switch rooms/DG rooms etc |
| 315 | i) Electrical insulating mats made of PVC Elastomer 3mm Thick & 1 mtr wide near swichboards, etc as per direction of Engineer In charge. Mat should conform to IS 15652 Class A - suitable for safe working voltage of upto 33 kV. Test certificate to be provided with supply. Mat"s top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip. Mat"s top Surface should be Antiskid Dotted & Bottom Surface should be Textured for Floor Grip. |
| 316 | iii) Supply and fixing of shock treatment chart in English, Hindi & local language framed in glass framework. |
| 317 | iv) 11 KV grade hand gloves, ISI mark |
| 318 | Supplying, fabricating and installing following sizes of perforated GI cable trays including horizontal and vertical bends, reducers, tees, cross members and other accessories as required and duly suspended from the ceiling and/or fix to steel/RCC columns, beams or any other structure members with MS suspenders, angles, channels, etc complete as per the direction of IndianOil |
| 319 | iv) 300mm x 25mm x 2mm |
| 320 | i) 100mm x 25mm x 2mm |
| 321 | Supply, installation, testing & Commissioning of wall mounted switchboard in sheet enclosure consisting of 110 A, 4P, 50 kA, Contactor, 230V AC trip coil, START / STOP Push button, ON / OFF Indication lamp(LED), Auxiliary contactors, Power & Control Terminals. Push buttons and indication lamps shall be mounted on front door. 2 Nos. of SP 6A MCB shall be mounted on front door. MCB shall get incoming supply from incomer terminal of Contactor. Outgoing from MCBs shall be wired uptoterminals inside enclosure. The enclosure shall have 6 nos. of cable entry, 2 nos. suitable for 3.5Cx35 sq mm cable & 4 entry suitable for 3Cx2.5 sq mm cable. The work includes supply and installation of enclosure, Contactor, MCBs lamp, Push buttons, terminals, internal wiring (Contactor Make: L&T/GE/C&S/Siemens/ABB). |
| 322 | Supply and Installation of Flame Proof ESD Push Button |
| 323 | 12. CONSTRUCTION OF SEPTIC TANK |
| 324 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 325 | i) All kinds of Soil |
| 326 | Providing & laying cement concrete in retaining walls, return walls, walls (any thickness) including attached pilasters, columns, piers, abutments, pillars, posts, struts, buttresses, string or lacing courses, parapets, coping, bed blocks, anchor blocks, plain window sills, fillets, sunken floor etc. UP TO FLOOR V LEVEL excluding the cost of centering, shuttering and finishing : |
| 327 | v) PCC 1 Cement:3 Coarse Sand:6 Graded Stone Aggregate 20mm |
| 328 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 329 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 330 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 331 | iii) Suspendedfloors,roofs,landings,balconies, access platform and Shelves (Cast in situ) |
| 332 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 333 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 334 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 335 | i) Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand)IN FOUNDATION AND PLINTH |
| 336 | xvi) Half brick masonry with Class designation 5.0 bricks in Cement mortar 1:4 ( 1 cement : 4 coarse sand) IN superstructureABOVE PLINTH & UP TO FLOOR V LEVEL |
| 337 | Providing and laying cement plaster on surfaces with fine sand including curing etc. |
| 338 | i) 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 339 | Providing Neat cement punning |
| 340 | Supplying and fixing C.I. cover without frame for manholes : |
| 341 | i) 455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. |
| 342 | 13. CONSTRUCTION SIDE DRAIN |
| 343 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 344 | i) All kinds of Soil |
| 345 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 346 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 347 | vi) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 348 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 349 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 350 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 351 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 352 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 353 | 14. CONSTRUCTION OF CULVERT |
| 354 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 355 | i) All kinds of Soil |
| 356 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 357 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 358 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 359 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 360 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 361 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 362 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 363 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 364 | 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: |
| 365 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 366 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 367 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 368 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 369 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 370 | Providing Neat cement punning |
| 371 | 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 |
| 372 | v) 600 mm dia. R.C.C. pipe |
| 373 | 15. BUFFER STRIP |
| 374 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 375 | i) All kinds of Soil |
| 376 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 377 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 378 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 379 | i) Foundations,footings,bases of column |
| 380 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 381 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 382 | Providing and laying dry brick on edge flooring in required pattern with bricks of Class designation 7.5 on a bed of 12 mm mud mortar including filling joints with river sand with common burnt clay non- modular bricks |
| 383 | Providing and laying cement plaster on surfaces with Coarse sand including curing etc. |
| 384 | ii) 12mm Cement plaster of mix 1:6 (1 cement: 6 coarse sand) |
| 385 | 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. |
| 386 | 16. PROVISIONS FOR RAIN WATER HARVESTING |
| 387 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 388 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 389 | 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 |
| 390 | 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. |
| 391 | ii) 110 mm diameter |
| 392 | Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make |
| 393 | vi) 2 x 16 sq mm + 1 x 16 sq mm earth wire |
| 394 | SWITCHES, FUSES, MCBS, ELCBS ETC Supply and fixing of Modular switch frame with inner and outer face plates and accessories as per following details of approved includingflush metal boxes/surface mounting boxes, plates, etc. all complete as per manufacturer"s specification and direction of Engineer In-charge. |
| 395 | ix) 6A, 3 Pin Modular Socket |
| 396 | WATER PUMPS Supplying and installation of Water pump of approved makewith starter of L&T or approved including Supply and providing G.I. Sheet cover with locking arrangement.The pump has to be installed as per manufacturer"s specification. |
| 397 | i) 1HP Jet |
| 398 | 17. YARD LIGHTING |
| 399 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 400 | i) All kinds of Soil |
| 401 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 402 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 403 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 404 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 405 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 406 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 407 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 408 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 409 | 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 |
| 410 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 411 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 412 | vii) 3 Core x 2.5 sq. mm |
| 413 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 414 | Supplying and providing 100mm squarehensel weather proof junction box for emblem pole/ light pole/yard light |
| 415 | Supply, fitting, fixing of arm bracket, tubular type, 38mm/50mm dia on pole including painting, all complete. |
| 416 | i) S/EArm " L " bracket 38/50mm dia on pole, as per specifications and direction of Engineer in charge |
| 417 | 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. |
| 418 | ii) "L" Pole |
| 419 | OCTAGONAL POLES Supply & Fixing of Octagonal Poles of following type (Civil job shall be paid separatly) : |
| 420 | 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) |
| 421 | 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. |
| 422 | 18. FRONT LIT HOARDING |
| 423 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 424 | i) All kinds of Soil |
| 425 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 426 | viii) 1:4:8(1 Cement :4 Coarse Sand :8 Graded stone aggregate of 40mm) |
| 427 | ii) 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of 20mm) |
| 428 | Centeringand shutteringincludingstrutting,proppingetc. and removal of form work for: |
| 429 | i) Foundations,footings,bases of column |
| 430 | 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: |
| 431 | 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. |
| 432 | 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 |
| 433 | ii) 2 Core x 2.5 sq. mm. (copper) |
| 434 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 435 | FLP HEAVY DUTY DOUBLE COMPRESSION Cable Termination(FLP):Providing termination of 1.1 kV grade armoured cable for the following sizes including supply of FLP heavy duty double compression cable glands, Baliga/CEAG-FCG /Flexpro/ FEPL make, crimping lugs and allied jointing materials, etc. all complete as per specification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 436 | vii) 3 Core x 2.5 sq. mm |
| 437 | Providing, fixing, testing and commissioning of FLPjunction box of approved make for cable connection/ jointing. |
| 438 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 439 | Supplying and fixing of following MCBs with necessery inter connectionson existing DB, Panel board etc. |
| 440 | i) Upto 32A SP MCB |
| 441 | 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. |
| 442 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 443 | 19. MONOLITH FOUND. CIVIL & ELECTRIC WORKS |
| 444 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 445 | i) All kinds of Soil |
| 446 | 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. |
| 447 | i) Local Fine Sand within grading zone IV |
| 448 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 449 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 450 | Providing and laying inposition specified grade ofreinforced cement concreteexcludingthecostofcentering,shuttering, finishing and reinforcement - All work up to plinth level |
| 451 | ii) RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 452 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 453 | i) Foundations,footings,bases of columns, etc. for mass concrete |
| 454 | Supply of Steel reinforcement for R.C.C. including straightening, cutting, bending, placing in position and binding all complete at all levels |
| 455 | ii) Thermo Mechanically Treated Bars of Fe- 500D grade or more, conforming to IS1786 |
| 456 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 457 | 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 |
| 458 | 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. |
| 459 | iii) Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 460 | Providing and fixing Chlorinated PolyvinylChloride (CPVC) pipes, having thermal stability for hot & cold water supply, including all CPVC plain & brass threaded fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step CPVC solvent cement and testing of joints complete as per direction of Engineer in Charge.Internal work - Exposed on wall |
| 461 | vi) 50 mm nominal outer dia Pipes |
| 462 | 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 : |
| 463 | v) 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 464 | 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 |
| 465 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 466 | 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. |
| 467 | vii) 3 Core x 2.5 sq. mm |
| 468 | Providing, fixing, testing and commissioning of FLPjunction box of approved make for cable connection/ jointing. |
| 469 | i) For cables 2.5 to 4 sqmm XLPE / AYFY |
| 470 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 471 | 20. AIR COMPRESSOR & DAG WITH SHED |
| 472 | 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: |
| 473 | iii) Horizontal air compressor Assembly of 5 HP (160-220 LITRES) including civil works |
| 474 | 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.) |
| 475 | Providing and fixing B class G.I. pipes complete with G.I. fittings including trenching and refilling etc for WATER and AIR, External work |
| 476 | i) 15 mm dia. nominal bore |
| 477 | Supply and installation of MCB distribution boardhaving Doubledoorcomplete with tinned cu bus bar, neutral bus bar, earth bar, din bar, interconnection, earthing etc. withoutincoming isolator and MCBs |
| 478 | ii) 2+8 way SPN |
| 479 | Supplying, drawing sub-main/power wiring with PVC insulated Copper 1100 V grade FRLS type through heavy duty rigid PVC conduit either on wall or in concealed. The job include terminations at both ends through proper jointing materials all complete for the following Make of Insulated wires shall be as per approved make |
| 480 | i) 2 x 1.5 sq mm + 1 x 1.5 sq mm earth wire |
| 481 | Providingand laying class-B 50mm dia GI pipe for cable routing under flooring/ EB post leading including sealing both ends with jute and Bitumen |
| 482 | LED TUBE LIGHT: 8W WITH IP20 PROTECTION |
| 483 | 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 |
| 484 | iv) 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 485 | Supply and fixing of following Electrical fittings /fixtures |
| 486 | iv) 15Ampmodular typeswitch |
| 487 | v) 15Ampmodular type6 pin socket |
| 488 | 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 & neatly dressing of disposed soil completely to be paid separately as per item no. MPLCN00600 |
| 489 | i) All kinds of Soil |
| 490 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 491 | v) 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 492 | iii) 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 493 | Providing and laying Brick work with common burnt clay F.P.S (non Modular) bricks of class designation 7.5 in foundation & plinth |
| 494 | ii) Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) IN FOUNDATION AND PLINTH |
| 495 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, within premises and lift upto 1.5m |
| 496 | 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. |
| 497 | iv) Granite of any colour and shade having Area of slab over 0.50 sqm |
| 498 | 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: |
| 499 | Providing corrugatedG.S. sheet roofingincludingvertical/curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I.limpet washersor with G.I. limpet washers filled with white lead and including a coat of approved steel primer and two coats of approved paint on overlapping of sheets complete (up to any pitch in horizontal/ vertical or curved surfaces) excluding the cost of purlins,rafters & trusses & including cutting to size & shape wherever required:- 1.00mm thick G.S. Sheet with zinc coating not less than 275gm/m² |
| 500 | Providing & fixing at all height FALSE CEILING including providing & fixing of frame work made of special sections power pressed from M.S. sheets and galvanised with zinc coating 120gsm/sqm as per IS : 277 and consisting of angle cleats of size 25mm wide x 1.6mm thick with flanges of 27mm and 37mm at 1200mm centre to centre, one flange fixed to the ceiling with dash fastener 12.5mm dia x 50mm long with 6mm dia bolts ,other flange of cleat fixed to the angle hangers of 25x10x0.5mm of required length, and with nut and bolts of required size and other end of angle hanger fixed with intermediate G.I. channels 45x15x 0.9mm running at the spacing of 1200mm centre tocentre to which the ceiling section 0.5mm thick bottom wedge of 80mm with tapered flanges of 26mm each having clips of 10.5mm at 450mm centre to centre shall be fixed in a direction perpendicular toG.I. intermediate channel with connecting clips made out of 2.64mm diax230mm long G.I. wire at every junction including fixing the perimeter channels 0.5mm thick 27mm high having flanges of 20mm & 30mm long, the perimeter of ceiling fixed to wall partition with the help of rawl plugs at 450mm centre to centre with 25 mm long drive-all screws @ 230mm interval including jointing & fixing of gypsum board of ceiling section & perimeter channel with the help of dry wall screws of size 3.5x25mm at 230mm centre to centre including jointing and finishing to a flush finish of tapered& square edges of the board with recommended jointing compoud. Jointing tapes, finishing with jointing compoud in 3 layers covering upto 150 mm on both sides of joint & 2 coats of primer suitable for board, all as per manufacturer specification and also including the cost of making openings for light fittings, grills, diffusers, cut outs made with frame of perimeter channels suitably fixed, complete as per drawing & specificationand direction of the Engineer in Charge but excluding the cost of painting with: |
| 501 | i) 12.5mm thick tapered edge fire resistant GYPSUM BOARD conforming to IS:2095- PART-I:2011 (board with BIS Certification marks) |
| 502 | Supplying & fixing of 18 gauge GI plain sheet of approved make with necessary folding/ fabrication using hydraulic press for flashingsheet / fascia, etc. in roofing / buildings / sheds etc. including all necessary fixtures etc., complete |
| 503 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50mm including strengthening with 2mm dia GI wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge using hot dipped galvanised wire of 4mm dia (The rate for civil works for excavation, brick masonry, PCC shall be paid separately) |
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