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| 1 | Development of new \"A\" site RO at Mamit Town |
| 2 | YARD LIGHTING AND ELECTRIFICATION |
| 3 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE 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 |
| 4 | 3.5 Core x 50 sq. mm Aluminium Cable FRLS |
| 5 | 3 Core x 2.5 sq. mm Copper Cable FRLS |
| 6 | 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 perspecification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 7 | 3.5 Core x 50 sq. mm |
| 8 | 3 Core x 2.5 sq. mm |
| 9 | Providing and laying class-B 50mm dia GI pipe for cable routingunder flooring/ EB post leading including sealing both ends withjute and Bitumen |
| 10 | Supply & drawing/laying, jointing, connecting, testing andcommissioning of earth strip / copper strip/GI wire for earthing and lightning protection under or aboveground complete as per specification for the following : |
| 11 | 8 S.W.G. Cu. Wire |
| 12 | Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming andwatering, within premises and lift upto 1.5m |
| 13 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including taking out anddisposal of excavated earth within or outside site tounobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately |
| 14 | EXC. OVER AREAS IN ALL KINDS OF SOIL |
| 15 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinthlevel: |
| 16 | 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 17 | Centering and shuttering including strutting, propping etc. andremoval of form for : |
| 18 | Foundations,footings,bases of columns, etc. for mass concrete |
| 19 | Supply and fixing of 100 W LED (Light Emitting Diode) light fixturewith fittings and accessories for Yard lighting purpose having IP66protection class with Pressure Die Cast LM6/ADC12/LM24 housingand 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. |
| 20 | Providing, fixing, testing and commissioning of FLP junction boxof approved make for cable connection/ jointing. |
| 21 | For cables 2.5 to 4 sqmm XLPE / AYFY |
| 22 | 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 worksshall be paid separately) having fixing arrangement for mounting 2 Nos. of 250W Metal halide luminaries (on opposite sides) |
| 23 | 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. |
| 24 | L Pole |
| 25 | AIR FACILITY |
| 26 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including taking out anddisposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately |
| 27 | EXC. OVER AREAS IN ALL KINDS OF SOIL |
| 28 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mm nominalsize) over 75mm bed by dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with fine sand includingnecessary excavation levelling & dressing & finishing the top smooth |
| 29 | Centering and shuttering including strutting, propping etc. andremoval of form for : |
| 30 | Foundations,footings,bases of columns, etc. for mass concrete |
| 31 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 32 | 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 33 | 1:1½:3(1 Cement :1½ Coarse Sand: 2 Graded stone aggregate of20mm) |
| 34 | Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) INFOUNDATION AND PLINTH |
| 35 | 12 mm cement plaster of mix 1:4(1 cement: 4 fine sand) |
| 36 | Supplying and filling in plinth with sand within specified gradingzone of fine aggregates specified in table 3.1, clause 3.1.3of attached specifications under floors, etc. in layers not exceeding20cm in depth, each deposited layer to be compacted by rammingincluding watering, consolidating and dressing complete. |
| 37 | Local Fine Sand within grading zone IV |
| 38 | Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 39 | Structural steel work riveted,bolted or welded in built up sections,trusses & framed work, includingcutting, hoisting, fixing inposition and applying a priming coat of approved steel primer all complete: |
| 40 | Painting with synthetic enamel paint of approved brand andmanufacture 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. |
| 41 | Powder coated aluminium sheet 2.5mm thick (minimum thickness of powder coating 50 micron) |
| 42 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE 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 E+B62ngineer 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 |
| 43 | 3 Core x 1.5 sq. mm. (copper) |
| 44 | MINIATURE CIRCUIT BREAKERS (MCB) Supplying & fixing of Miniature Circuit Breakers as per approved make of 10KA Breaking cpacity of following ratings |
| 45 | 6A to 32A DP MCB |
| 46 | Horizontal air compressor Assembly of 3 HP (160-220 LITRES)including civil works |
| 47 | Tyre Inflator: Supply & installation of Digital tyre inflator which ismicroprocessor 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 setpressure. Air filter, remote controller, cables, PVC hose pipe and working pressure upto 10bar (Excluding civil work for foundation,etc.) |
| 48 | UNIPOLE FOUNDATION-GRANITE AND ELECTRICAL WORKS |
| 49 | Granite of any colour and shade having Area of slab upto 0.50 sqm |
| 50 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE 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 requiredas per direction of EngineerIn-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 |
| 51 | 3 Core x 2.5 sq. mm Copper Cable XLPE |
| 52 | CABLE TERMINATION GLANDS NON-FLP HEAVY DUTY DOUBLECOMPRESSION 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 Compresson cableglands, crimping type lugs and allied jointing materials, etc. all complete as per specification and direction of Engineer In-charge. Glands and lugs shall be of approved make. Copper lugs forcopper cables and aluminium lugs for aluminium cables shall be used. |
| 53 | 3 Core x 2.5 sq. mm |
| 54 | Providing and laying class-B 50mm dia GI pipe for cable routingunder flooring/ EB post leading including sealing both ends withjute and Bitumen |
| 55 | Supply & fixing of weatherproof 125 mm dia junction box (4 wayentry) of BALIGA/CEAG-FCG/FLEXPRO/FEPL make including clamping arrangement, all complete as per specification & direction of Engineer In-charge. |
| 56 | Supplying and fixing of following MCBs with necessery interconnections on existing DB, Panel board etc. |
| 57 | Upto 32A DP MCB |
| 58 | CONSTRUCTION OF BUFFER STRIP |
| 59 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including taking out anddisposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately |
| 60 | EXC. OVER AREAS IN ALL KINDS OF SOIL |
| 61 | Making plinth protection 50mm thick of cement concrete 1:3:6 (1cement :3 coarse sand : 6graded stone aggregate 20mm nominalsize) over 75mm bed by dry brick ballast 40mm nominal size wellrammed and consolidated and grouted with fine sand includingnecessary excavation levelling & dressing & finishing the top smooth |
| 62 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinthlevel: |
| 63 | 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 64 | Centering and shuttering including strutting, propping etc. andremoval of form for : |
| 65 | Foundations,footings,bases of columns, etc. for mass concrete |
| 66 | RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 67 | Thermo Mechanically Treated Bars of Fe- 500D grade or more,conforming to IS1786 |
| 68 | Brick work in Cement mortar 1:6 (1 cement: 6 coarse sand ) INFOUNDATION AND PLINTH |
| 69 | Providing and laying cement plaster on surfaces with fine sandincluding curing etc. |
| 70 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 71 | Painting with synthetic enamel paint of approved brand andmanufacture 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 |
| 72 | SALES BUILDING-(7.5 X 3) |
| 73 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressing ofsides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed,within or outside the site at an unobjectionable place. |
| 74 | All kinds of Soil |
| 75 | Extra for every additional lift of 1.5m or part thereof in excavationor banking excavated or stacked materials in all kinds of soil |
| 76 | Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming andwatering, within premises and lift upto 1.5m |
| 77 | Supplying and filling in plinth with sand within specified gradingzone of fine aggregates specified in table 3.1, clause 3.1.3of attached specifications under floors, etc. in layers not exceeding20cm in depth, each deposited layer to be compacted by rammingincluding watering, consolidatingand dressing complete. |
| 78 | Local Fine Sand within grading zone IV |
| 79 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 80 | 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 20mm) |
| 81 | 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 B103coat of neat including cementslurry, but excluding the cost ofnosing of steps etc. complete |
| 82 | Providing and laying damp-proof course 40mm thick with cementconcrete 1:2:4 (1 cement : 2 coarse sand : 4 graded stone aggregate12.5mm 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 withbrushes & finally with a piece of cloth lightly soaked in kerosene oil |
| 83 | RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 84 | RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 85 | Centering and shuttering including strutting, propping etc. andremoval of form for : |
| 86 | Foundations,footings,bases of columns, etc. for mass concrete |
| 87 | Suspended floors,roofs,landings,balconies, access platform andShelves (Cast in situ) |
| 88 | Lintels, beams plinth beams,girders bressumers andcantilevers |
| 89 | Columns, Pillars, Piers, Abutments, Posts and Struts |
| 90 | Thermo Mechanically Treated Bars of Fe- 500D grade or more,conforming to IS1786 |
| 91 | Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) INFOUNDATION AND PLINTH |
| 92 | Brick work in Cement mortar 1:4 (1 cement: 4 coarse sand) insuperstructure in all shapes & sizes in superstructure ABOVE PLINTH & UP TO FLOOR V LEVEL |
| 93 | 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 |
| 94 | Providing & laying vitrified floor tile in different sizes (thicknessas per manufacturer) with water absorption\"s less than 0.08%and conforming to IS : 15622 of approved make in all colours andshades, laid on 20mm thick cement mortar as specified with coarse sand jointing with grey cement slurry @ 3.3kg/sqm including grouting the joints with white cement and matching pigments etc. complete for flooring/skirting as specified |
| 95 | Flooring with size of Tiles 60x60Cm in cement mortar 1:4 |
| 96 | Skirting with size of Tiles 60x60Cm in Cement mortar 1:3 |
| 97 | Painting top of roofs with residual type petroleum bitumen ofgrade 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 lightlysoaked in kerosene oil complete. |
| 98 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes 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. |
| 99 | 110 mm diameter |
| 100 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 101 | 15mm Cement plaster of mix 1:4 (1 cement: 4 fine sand) on roughside of half or single brick wall |
| 102 | Providing and laying dry brick on edge flooring in required patternwith bricks of Class designation 7.5 on a bed of 12 mm mud mortarincluding filling joints with river sand with common burnt claynonmodular bricks |
| 103 | Providing and applying plaster of Paris putty of 2 mm thickness over plastered surface to prepare the surface even and smooth complete |
| 104 | Finishing walls with Deluxe Multi surface paint system forinteriors & exteriors using Primer as per manufacturersspecifications 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 |
| 105 | With float glass panes of 8.0 mm thickness (weight not less than 20kg/sqm) |
| 106 | Fixed Glazing with Powder coated aluminium (minimum thicknessof powder coating 50 micron) sections |
| 107 | Providing & fixing aluminiumhandles ISI marked anodised(anodic coating not less than grade AC10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 108 | 125 mm |
| 109 | Providing & fixing aluminium tower bolts ISI marked anodised (anodic coating not less than grade AC 10 as per IS:1868) transparent or dyed to required colour or shade with necessary screws etc. complete : |
| 110 | 200x10 mm |
| 111 | Supplying and fixing rolling shutters of approved make, made ofrequired size M.S. laths interlocked together through their entirelength,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 andfixing necessary 27.5+B129cm 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 |
| 112 | Providing and fixing ball bearing for rolling shutters. |
| 113 | Providing Neat cement punning |
| 114 | Providing & fixing Ist quality ceramic glazed wall tilesconforming to IS : 15622 (minimum thickness of 5 mm) of approvedmake 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 pointing in white cement mixed with pigment of matching shade. |
| 115 | Providing & laying Ceramic Glazed floor tiles 300x300 mm ormore (thickness to be specified by the manufacturer) of 1st qualityconforming 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. |
| 116 | White Vitreous China Flat back wash basin size 550x400mm with single 15 mm C.P. brass pillar tap |
| 117 | Providing, laying and jointing glazed stoneware pipes class SP-1with stiff mixture of cement mortar in the proportion of 1:1 (1 cement : 1 fine sand) including testing of joints etc. complete : |
| 118 | 100 mm diameter |
| 119 | Providing & fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete |
| 120 | With Semi rigid pipe of 32 mm dia |
| 121 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes,having thermal stability for hot & cold water supply, including allCPVC plain & brass threaded fittings including fixing the pipewith 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 |
| 122 | 40 mm nominal outer dia Pipes |
| 123 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 124 | 40 mm nominal bore |
| 125 | Providing and fixing brass bib cock of approved quality : |
| 126 | 20 mm nominal bore |
| 127 | 100x100 mm size P type with common burnt clay bricks of classDesignation 7.5 |
| 128 | W.C. pan with ISI marked white solid plastic seat and lid |
| 129 | Providing and fixing 600x450 mm bevelled edge mirror of superiorglass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 130 | One urinal basin with 5 litre white P.V.C. automatic flushingcistern |
| 131 | SEPTIC TANK |
| 132 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means over areas (exceeding 30 cm in depth,1.5m in width as well as 10 sqm on plan) including taking out anddisposal of excavated earth within or outside site to unobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra for levelling and neatly dressing of disposed soil completely to be paid separately |
| 133 | EXC. OVER AREAS IN ALL KINDS OF SOIL |
| 134 | RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 135 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinthlevel: |
| 136 | 1:2:4(1 Cement : 2 Coarse Sand :4 Graded stone aggregate of 40mm) |
| 137 | Thermo Mechanically Treated Bars of Fe- 500D grade or more,conforming to IS1786 |
| 138 | Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) INFOUNDATION AND PLINTH |
| 139 | Half brick masonry with common burnt clay F.P.S.(non modular)brick of class designation 7.5 in Cement mortar 1:3 (1 cement :3 coarse sand) IN FOUNDATION AND PLINTH |
| 140 | Providing and laying cement plaster on surfaces with Coarse sandincluding curing etc. |
| 141 | 12mm Cement plaster of mix 1:4 (1 cement: 4 coarse sand) |
| 142 | Providing and laying S&S centrifugally cast (spun) iron pipes (ClassLA) conforming to IS - 1536 : |
| 143 | 150 mm dia. Pipe |
| 144 | Making soak pit 2.5 m diameter 3.0 metre deep with 45 x 45 cm drybrick 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 |
| 145 | CANOPY 12 X 8 |
| 146 | Earth work in excavation by mechanical means (Hydraulicexcavator) / manual means in foundation trenches or drains (notexceeding 1.5 m in width or 10 sqm on plan), including dressing ofsides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed,within or outside the site at an unobjectionable place. |
| 147 | All kinds of Soil |
| 148 | Extra for every additional lift of 1.5m or part thereof in excavationor banking excavated or stacked materials in all kinds of soil |
| 149 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinthlevel: |
| 150 | 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 151 | Providing and laying in position specified grade of reinforced cement concrete excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level |
| 152 | RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 153 | Thermo Mechanically Treated Bars of Fe- 500D grade or more,conforming to IS1786 |
| 154 | Foundations,footings,bases of columns, etc. for mass concrete |
| 155 | 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 nominal size), i/c necessary excavation foundation concrete 1:5:10 (1 cement : 5 fine sand : 10 graded stone aggregate 40 mm nominal siz+B174e) and inside plastering with cement mortar 1:3 (1 cement:3 coarse sand) 12 mm thick finished with a floating coat ofneat cement complete as per standard design : With common burnt clay F.P.S (non modular) bricks of class designation 7.5 |
| 156 | Filling available excavated earth (excluding rock) in trenches,plinth, sides of foundations etc. in layers not exceeding 20cm indepth, consolidating each deposited layer by ramming andwatering, within premises and lift upto 1.5m |
| 157 | 25mm dia x 1000mm long with 100 mm dia x 8 mm thick plate |
| 158 | Supply & drawing/laying, jointing, connecting, testing andcommissioning of earth strip/copper strip/GI wire for earthing andlightning protection under or aboveground complete as perspecification for the following : |
| 159 | 25 x 6 mm GI strip |
| 160 | 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 ofjoints etc. complete : Light Duty |
| 161 | 300 mm dia. R.C.C. pipe |
| 162 | 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: |
| 163 | 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 150gms/sqm. The steel shall have organic coating with SiliconModified 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. |
| 164 | Profile Sheet for roofing |
| 165 | Plain sheet for Flashings/ Aprons (Upto 600 mm |
| 166 | Plain Sheet for Gutter (600 mm over all girth) |
| 167 | Providing and fixing on wall face unplasticised Rigid PVC rain waterpipes 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. |
| 168 | 160 mm diameter |
| 169 | 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 & 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 continuous coilcoating 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 & 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 jointsof 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. |
| 170 | Painting with synthetic enamel paint of approved brand andmanufacture 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. |
| 171 | Providing valleys of 90cm wide overall in plain G.S. sheet 1.60mmthick with zinc coating not less than 350gm/m², fixed withpolymer coated J or L hooks, bolts and nuts 8mm dia.. G.I. limpet :and bitumen washers complete OR G.S.Sheet on fascia of Canopy upto 1.0m width, fixing with rivets/screws etc in place of J/Lhooks etc. |
| 172 | CABLING AND ALLIED WORKS - ARMOURED CABLES Supply & laying of XLPE 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 requiredas per direction of EngineerIn-charge.Note: The rate of Installation should be inclusive of Cable clamps,tags Saddles, Consumables etc. Trays/pipes, trenches, fabricatedtray supports etc will be covered & paid in Separate Items |
| 173 | 3 Core x 1.5 sq. mm. (copper) |
| 174 | Providing, fixing, testing and commissioning of FLP junction boxof approved make for cable connection/ jointing. |
| 175 | For cables 2.5 to 4 sqmm XLPE / AYFY |
| 176 | FLP HEAVY DUTY DOUBLE COMPRESSION Cabletermination (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 perspecification & direction of Engineer In-charge. Copper lugs for copper cables and aluminium lugs for aluminium cables shall be used. |
| 177 | 3 Core x 1.5 sq. mm |
| 178 | 3 Core x 2.5 sq. mm |
| 179 | Providing and laying class-B 50mm dia GI pipe for cable routingunder flooring/ EB post leading including sealing both ends withjute and Bitumen |
| 180 | S/E 4 way DB with 63A FP RCBO, 300 mA sensitivity as incoming -1No.& 6 to 16A SP as outgoing - 4 Nos. for each phase. |
| 181 | Providing and laying dry brick on edge flooring in required patternwith bricks of Class designation 7.5 on a bed of 12 mm mud mortarincluding filling joints with river sand with common burnt clay nonmodular bricks |
| 182 | Linear LED |
| 183 | PAVER BLOCK DRIVEWAY (380 Sq. M) |
| 184 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means over areas (exceeding 30 cm in depth, 1.5m in width as well as 10 sqm on plan) including taking out anddisposal of excavated earth within or outside site tounobjectionable place and lift upto 1.5m, as directed by Engineer-in-charge. Disposed earth to be levelled and neatly dressed. Extra forlevelling and neatly dressing of disposed soil completely to be paid separately |
| 185 | EXC. OVER AREAS IN ALL KINDS OF SOIL |
| 186 | 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 |
| 187 | With material confirming to grade-I (size 75 mm to .075 mm)having CBR value - 30, Thickness as desired |
| 188 | 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 |
| 189 | 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. |
| 190 | Providing & laying factory made Grey / coloured pre-cast cementconcrete, 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 waterabsorption 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. |
| 191 | M40 grade 80 mm thick Plain finish |
| 192 | RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 193 | Thermo Mechanically Treated Bars of Fe- 500D grade or more,conforming to IS1786 |
| 194 | Foundations,footings, bases of columns, etc. for mass concrete |
| 195 | 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 20mm) |
| 196 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of22.5 cm. depth dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earth within premises |
| 197 | BOX CULVERT & OPEN DRAIN |
| 198 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing ofsides and ramming of bottoms, lift upto 1.5 m, including taking out the excavated soil & disposal of surplus excavated soil as directed,within or outside the site at an unobjectionable place. |
| 199 | All kinds of Soil |
| 200 | Extra for every additional lift of 1.5m or part thereof in excavationor banking excavated or stacked materials in all kinds of soil |
| 201 | Providing and laying in position cement concrete of specified grade excluding cost of centering & shuttering. All work up to plinth level: |
| 202 | 1:3:6(1 Cement : 3 Coarse Sand : 6 Graded stone aggregate of 40mm) |
| 203 | Providing and laying in position specified grade of reinforcedcement concrete excluding the cost of centering, shuttering,finishing and reinforcement - All work up to plinth level |
| 204 | RCC 1 Cement :1½ Coarse Sand: 3 Graded Stone Aggregate 20mm |
| 205 | Thermo Mechanically Treated Bars of Fe- 500D grade or more,conforming to IS1786 |
| 206 | Structural steel work riveted,bolted or welded in built up sections,trusses & framed work, including cutting, hoisting, fixing inposition and applying a priming coat of approved steel primer all complete: |
| 207 | Brick work in Cement mortar 1:4 (1 cement : 4 coarse sand) INFOUNDATION AND PLINTH |
| 208 | 12 mm cement plaster of mix 1:4 (1 cement: 4 fine sand) |
| 209 | Providing Neat cement punning |
| 210 | Providing and laying dry brick on edge flooring in required patternwith bricks of Class designation 7.5 on a bed of 12 mm mud mortarincluding filling joints with river sand with common burnt clay nonmodular bricks |
| 211 | Foundations,footings,bases of columns, etc. for mass concrete |
| 212 | BOCW on civil part @ 1% |
