Cooperative Societies has published Construction Of 6 Nos Of Paddy Storage Silo System Of 2500 Mt Capacity Each And Of Total 15, 000Mt , 128 Mt Par Boiling Unit And 8 Tph Of Modern Rice Mill Planning, Design, Engineering Fabrication Supply Erection Commissioning Trial Run Of Entire C. Submission Date for this Tender is 17-09-2021. Silo Tenders in PAPCOS campus , Kannambra Kerala. Bidders can get complete Tender details and download the document.
| Sl. No. | Item Description |
| 1 | SCHEDULE A (CIVIL WORKS) |
| 2 | JUNGLE CLEARANCE |
| 3 | Clearing jungle including uprooting of rank vegetation, grass, brush wood, trees and saplings of girth up to 30 cm measured at a height of 1 m above ground level and removal of rubbish up to a distance of 50 m outside the periphery of the area clearedetc,. complete |
| 4 | Felling trees of the girth (measured at a height of 1 m above ground level), including cutting of trunks and branches, removing the roots and stacking of serviceable material and disposal of unserviceable material. |
| 5 | SITE GRADING |
| 6 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 7 | Earthwork excavation by mechanical means (hydraulic excavator) over areas including disposal of excavated earth, disposed earth to be levelled and neatly dressed. |
| 8 | A) Soft Rock |
| 9 | B) Medium Rock |
| 10 | C) Hard Rock |
| 11 | Surface dressing of the ground including removing vegetation and in-equalities not exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up to 1.5 m. |
| 12 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 13 | Supplying and filling with gravel in plinth with gravel under floors, including watering, ramming, consolidating and dressing complete. |
| 14 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 15 | SITE DEVELOPING |
| 16 | Providing and laying 60mm thick faciory made cement concrete interlocking paver block of M -30 grade made by block making machine with strong vibratory compaction, of approved s;ze, design & shape, laid in required colour and pattern over and including 50mm thick compacted bed of coarse sand, filling the joints with line sand etc. allcomplete as per the direction of Engineer-in-charge |
| 17 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 18 | COMPOUND WALL |
| 19 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 20 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 21 | Centering and shuttering including strutting, propping etc. and removal of form,work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 22 | Foundation & Kerb Walls |
| 23 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 24 | Columns |
| 25 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 26 | Below Ground Level |
| 27 | Above Ground Level |
| 28 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 29 | Fencing with angle iron post placed at required distance embedded in cement mconcrete blocks, every 15th post, last but one end post and corner post shall be strutted on both sides and end post on one side only and provided with horizontal lines and two diagonals interwoven with horizontal wires, of barbed wire weighing 9.38 kg per 100 m (minimum), between the two posts fitted and fixed with G.I. staples, turn buckles etc. complete. (Cost of posts, struts, earth work and concrete work to be paid for separately). Payment to be made per metre cost of total length of barbed wire used. |
| 30 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 31 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) |
| 32 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 33 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 34 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 35 | Providing and Placing in position suitable PVC water stops conforming to IS:12200 for construction/ expansion joints between two RCC members and fixed to the reinforcement with binding wire before pouring concrete etc.complete. Serrated with central bulb (225 mm wide, 8-11 mm thick) |
| 36 | RETAINING WALL |
| 37 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 38 | For Initial 1.5m Depth |
| 39 | For Above 1.5m Depth |
| 40 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 41 | For Initial 1.5m Depth |
| 42 | For Above 1.5m Depth |
| 43 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 44 | Centering and shuttering including strutting, propping etc. and removal of form,work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 45 | Retaining Wall |
| 46 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 47 | Below Ground Level |
| 48 | Above Ground Level |
| 49 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 50 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 51 | ROAD |
| 52 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. |
| 53 | Construction of granular sub-base by providing close graded Material conforming to specifications, mixing in a mechanical mix plant at OMC, carriage of mixed material by tippers to work site, for all leads & lifts, spreading in uniform layers of specified thickness with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 54 | Providing, laying, spreading and compacting graded stone aggregate (size range 53 mm to 0.075 mm ) to wet mix macadam (WMM) specification including premixing the material with water at OMC in for all leads & lifts, laying in uniform layers with mechanical paverfinisher in sub- base / base course on well prepared surface and compacting with vibratory roller of 8 to 10 tonne capacity to achievethe desired density, complete as per specifications and directions of Engineer-in-Charge. |
| 55 | Providing and laying Dense Graded Bituminous Macadam using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers as per specifications to achieve the desired compaction and density, complete as per specificatons and directions of Engineer-in-Charge. |
| 56 | Providing and laying Bituminous concrete using crushed stone aggregates of specified grading, premixed with bituminous binder and filler, transporting the hot mix to work site by tippers, laying with paver finisher equiped with electronic sensor to the required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction and density as per specification, complete and as per directions of Engineer-in-Charge. |
| 57 | Providing and applying prime coat 7.0 kg/10sqm using hot straight run bitumen of grade VG - 10, including heating the bitumen, spraying the bitumen with mechanically operated spray unit fitted on bitumen boiler, cleaning and preparing the existing road surface as per specifications : |
| 58 | Providing and applying tack coat 2.5 kg/10sqm using bitumen emulsion conforming to IS:8887, using emulsion pressure distributer including preparing the surface & cleaning with mechanical broom. |
| 59 | Supplying and filling with gravel in plinth with gravel under floors, including watering, ramming, consolidating and dressing complete. |
| 60 | STROM WATER LINE |
| 61 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 62 | Supplying and filling with stone pitchingin strom water drain with stones under floors, including watering, ramming, consolidating and dressing complete. |
| 63 | MAIN SILO 6Nos (19.18 Dia) |
| 64 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 65 | For 1.5m of Initial Depth |
| 66 | For Above 1.5m Depth |
| 67 | For above 3.0m Depth |
| 68 | For Above 4.5m Depth |
| 69 | Earthwork excavation by mechanical means (hydraulic excavator) over areas including disposal of excavated earth, disposed earth to be levelled and neatly dressed. |
| 70 | Soft Rock |
| 71 | For 1.5 m of initial depth |
| 72 | For above 1.5 m depth |
| 73 | For above 3.0m depth |
| 74 | For above 4.5 m depth |
| 75 | Medium Rock |
| 76 | For 1.5 m of initial depth |
| 77 | For above 1.5 m depth |
| 78 | For above 3.0m depth |
| 79 | For above 4.5 m depth |
| 80 | Hard Rock |
| 81 | For 1.5 m of initial depth |
| 82 | For above 1.5 m depth |
| 83 | For above 3.0m depth |
| 84 | For above 4.5 m depth |
| 85 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 86 | For initial 1.5 m depth of filling |
| 87 | For above 1.5 m depth of filling |
| 88 | For above 3 m depth of filling |
| 89 | For above 4.5 m depth of filling |
| 90 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 91 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 92 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 93 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 94 | Centering and shuttering including strutting, propping etc. and removal of form,work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 95 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 96 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 97 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 98 | Sub- structure |
| 99 | Super Structure |
| 100 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 101 | Vacuum Dewatered Flooring Providing de watered controlled cement surfacing 100mm thick in required slope and chamber confirming using RMC M20 grade with 20mm size stone aggregate cast in situ, smooth finish and levelling with double framed screed virator, excess water to be removed through vacuum pump with bottom and top filter mat duly seating the edges all round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with paver floated and power twarler to obtain the hard surface including provision of expansion joints at 6m intervals across platform by cutting 6mm wide and full depth of concrete by mechanical means and filling the gap with polysulphide sealent and adding admixture recron3S crak free construction at rate of 125gms pack of 50kg cement with lead, lift and other incidental works etc,complete and as directed by corporations officers |
| 102 | Providing, mixing and laying 40mm thick Indian patent stone flooring in PCC 1:2:4 mix concrete with 10mm and down size graded crushed aggregate including providing and fixing 4mmx40mm size glass strips in 1mx1m panels, casting the concrete compacting and finishing the surface smooth using cement slurry |
| 103 | Structural steel work in single section, fixed with or without connecting plate, including cutting, hoisting, fixing in position and applying a priming coat ofapproved steel primer all complete. |
| 104 | Supply, fabricating and fixing in postiton of M.S. Nosing angle will be 40x40x4mm angle, the top on concrete edge for trench with necessary hold fastening etc., complete complying with standard specification |
| 105 | Providing and fixing Hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 106 | Providing Necessary arrangement for discharge chute with necessary anchor bolts |
| 107 | 750x750mm |
| 108 | 450x450mm |
| 109 | SMALL SILO (7.31 M DIA) 4 Nos |
| 110 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 111 | For 1.5 m of initial depth |
| 112 | For above 1.5m depth |
| 113 | For above 3.0m depth |
| 114 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 115 | For initial 1.5 m depth of filling |
| 116 | For above 1.5 m depth of filling |
| 117 | For above 3.0 m depth of filling |
| 118 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 119 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 120 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 121 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 122 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 123 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 124 | Sub- structure |
| 125 | Super Structure |
| 126 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 127 | SMALL SILO (9.14 M DIA) 2 Nos |
| 128 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 129 | For 1.5 m of initial depth |
| 130 | For above 1.50m depth |
| 131 | For above 3.0m depth |
| 132 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 133 | For initial 1.5 m depth of filling |
| 134 | For above 1.5 m depth of filling |
| 135 | For above 3.0 m depth of filling |
| 136 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 137 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 138 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 139 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 140 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 141 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 142 | Sub- structure |
| 143 | Super Structure |
| 144 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 145 | DRYER SECTION 4 Nos |
| 146 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 147 | For 1.5 m of initial depth |
| 148 | For above 1.50m depth |
| 149 | For above 3.0m depth |
| 150 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 151 | For initial 1.5 m depth of filling |
| 152 | For above 1.5 m depth of filling |
| 153 | For above 3.0 m depth of filling |
| 154 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 155 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 156 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 157 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 158 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 159 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 160 | Sub- structure |
| 161 | Super Structure |
| 162 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 163 | UNLOADING SHED |
| 164 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 165 | For 1.5 m of initial depth |
| 166 | For above 1.5 m of depth |
| 167 | For above 3.0 m of depth |
| 168 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 169 | For initial 1.5 m depth of filling |
| 170 | For above 1.5 m depth of filling |
| 171 | For above 3.0 m depth of filling |
| 172 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 173 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 174 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 175 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 176 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 177 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 178 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 179 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 180 | Sub- structure |
| 181 | Super Structure |
| 182 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 183 | Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification |
| 184 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, 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 and trusses and including cutting to size and shape wherever required. |
| 185 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. |
| 186 | PRECLEARSHED |
| 187 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 188 | For 1.5 m of initial depth |
| 189 | For above 1.5m depth |
| 190 | For above 3.0m depth |
| 191 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 192 | For initial 1.5 m depth of filling |
| 193 | For above 1.5 m depth of filling |
| 194 | For above 3.0 m depth of filling |
| 195 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 196 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 197 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 198 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 199 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 200 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 201 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 202 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 203 | Sub- structure |
| 204 | Super Structure |
| 205 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 206 | Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification |
| 207 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, 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 and trusses and including cutting to size and shape wherever required. |
| 208 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. |
| 209 | RICE MILL & RICE MILL SHED |
| 210 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 211 | For 1.5 m of initial depth |
| 212 | For above 1.5m depth |
| 213 | For above 3.0m depth |
| 214 | For above 4.50m depth |
| 215 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 216 | For initial 1.5 m depth of filling |
| 217 | For above 1.5 m depth of filling |
| 218 | For above 3.0 m depth of filling |
| 219 | For above 4.5 m depth of filling |
| 220 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 221 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 222 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 223 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 224 | Centering and shuttering including strutting, propping etc. and removal of form,work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 225 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 226 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 227 | Below Ground Level |
| 228 | Above Ground Level |
| 229 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 230 | Vacuum Dewatered Flooring Providing de watered controlled cement surfacing 100mm thick in required slope and chamber confirming using RMC M20 grade with 20mm size stone aggregate cast in situ, smooth finish and levelling with double framed screed virator, excess water to be removed through vacuum pump with bottom and top filter mat duly seating the edges all round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with paver floated and power twarler to obtain the hard surface including provision of expansion joints at 6m intervals across platform by cutting 6mm wide and full depth of concrete by mechanical means and filling the gap with polysulphide sealent and adding admixture recron3S crak free construction at rate of 125gms pack of 50kg cement with lead, lift and other incidental works etc,complete and as directed by corporations officers |
| 231 | Design, Details Engineering, Preparation of GA Drawings & Obtaining approval foe design for PEB Structures from Lab Testing and Factory fabrication of PEB Structures including straightening of raw steel sections, cutting, welding, grinding, cutting of flats from plates wherever require & Supply of Fabricated Welded/partially assembled of all required Structural/Tubular sections and Transportation & unloading at Site including supply of all required materials viz., Fasteners, permanent and temporary bolts, shims, packing plates, consumables etc. and Erection of the Structures all Complete. Builtup Members for Column &Rafters: Minimum thickness of plates shall be 6mm, Materials shall conform to ASTM A 570/571 (Gr.50) with minimum yield strength of 345Mpa and minimum tensile strength of 450MPa. The Sections shall be welded continuously on both sides with Automatic SAW process with min. 5mm welding thickness.Mi. Thickness of coled formed secondary members for purlins & Grits shall be 2mm. The PEB Sections shall be fabricated from plate materials supplied by SAIL,ESSAR or JAW. |
| 232 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, 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 and trusses and including cutting to size and shape wherever required. |
| 233 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. |
| 234 | Turbo Fans |
| 235 | RICE GODOWN |
| 236 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 237 | For 1.5 m of initial depth |
| 238 | For above 1.5 m depth |
| 239 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 240 | For initial 1.5 m depth of filling |
| 241 | For above 1.5 m depth of filling |
| 242 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 243 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 244 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 245 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 246 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 247 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 248 | Extra for additional height in centering, shuttering where ever required with adequate bracing, propping etc., including cost of de-shuttering and decentering at all levels, over a height of 3.5 m, for every additional height of 1 metre or part thereof (Plan area to be measured). |
| 249 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 250 | Below Ground Level |
| 251 | Above Ground Level |
| 252 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 253 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 254 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) |
| 255 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 256 | Providing and fixing factory made uPVC white colour fixed glazed windows /ventilators comprising ofuPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.DSR VOL - 1 (Item No. 9.147 B) |
| 257 | Supplying and fixing rolling shutters of approved make, made of required size M.S. laths, interlocked together through their entire length and 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 27.5 cm long wire springs manufactured from high tensile steel wire of adequate strength conforming to IS: 4454 - part 1 and M.S. top cover of required thickness for rolling shutters. |
| 258 | Vacuum Dewatered Flooring Providing de watered controlled cement surfacing 100mm thick in required slope and chamber confirming using RMC M20 grade with 20mm size stone aggregate cast in situ, smooth finish and levelling with double framed screed virator, excess water to be removed through vacuum pump with bottom and top filter mat duly seating the edges all round including provisions of polythene sheet below the concrete layer before placing of concrete and finishing with paver floated and power twarler to obtain the hard surface including provision of expansion joints at 6m intervals across platform by cutting 6mm wide and full depth of concrete by mechanical means and filling the gap with polysulphide sealent and adding admixture recron3S crak free construction at rate of 125gms pack of 50kg cement with lead, lift and other incidental works etc,complete and as directed by corporations officers |
| 259 | Design, Details Engineering, Preparation of GA Drawings & Obtaining approval foe design for PEB Structures from Lab Testing and Factory fabrication of PEB Structures including straightening of raw steel sections, cutting, welding, grinding, cutting of flats from plates wherever require & Supply of Fabricated Welded/partially assembled of all required Structural/Tubular sections and Transportation & unloading at Site including supply of all required materials viz., Fasteners, permanent and temporary bolts, shims, packing plates, consumables etc. and Erection of the Structures all Complete. Builtup Members for Column &Rafters: Minimum thickness of plates shall be 6mm, Materials shall conform to ASTM A 570/571 (Gr.50) with minimum yield strength of 345Mpa and minimum tensile strength of 450MPa. The Sections shall be welded continuously on both sides with Automatic SAW process with min. 5mm welding thickness.Mi. Thickness of coled formed secondary members for purlins & Grits shall be 2mm. The PEB Sections shall be fabricated from plate materials supplied by SAIL,ESSAR or JAW. |
| 260 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, 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 and trusses and including cutting to size and shape wherever required. |
| 261 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. |
| 262 | Turbo Fans |
| 263 | PARBOILING UNIT |
| 264 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 265 | For 1.5 m of initial depth |
| 266 | For above 1.5 m depth |
| 267 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 268 | For initial 1.5 m depth of filling |
| 269 | For above 1.5 m depth of filling |
| 270 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 271 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 272 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 273 | Centering and shuttering including strutting, propping etc. and removal of form,work for Retaining walls, return walls, walls (any thickness) including attached pilasters, buttresses, plinth and string courses fillets, kerbs and steps etc |
| 274 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 275 | Below Ground Level |
| 276 | Above Ground Level |
| 277 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 278 | ELEVATOR WITH PEDESTAL (10 Nos) |
| 279 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 280 | For 1.5 m of initial depth |
| 281 | For above 1.5 m depth |
| 282 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 283 | For initial 1.5 m depth of filling |
| 284 | For above 1.5 m depth of filling |
| 285 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 286 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 287 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 288 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 289 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 290 | Sub- structure |
| 291 | Super Structure |
| 292 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 293 | CONTROL ROOM & POWER ROOM |
| 294 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 295 | For 1.5 m of initial depth |
| 296 | For above 1.5 depth |
| 297 | For above 3.0 depth |
| 298 | For above 4.5 depth |
| 299 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 300 | For initial 1.5 m depth of filling |
| 301 | For above 1.5 m depth of filling |
| 302 | For above 3.0 m depth of filling |
| 303 | For above 4.5 m depth of filling |
| 304 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 305 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 306 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 307 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 308 | Footing, Column Pedestal & Plinth Beam |
| 309 | Trench Side RCC Wall |
| 310 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 311 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 312 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 313 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 314 | Foundation and Basement |
| 315 | For Ground floor |
| 316 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 317 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 318 | Chipping of concrete & roughening the surface for plastering work at concrete surface area etc., complete. |
| 319 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 320 | Providing and fixing factory made uPVC white colour fixed glazed windows /ventilators comprising ofuPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.DSR VOL - 1 (Item No. 9.147 B) |
| 321 | Providing and laying Vitrified tiles 600x600 mm(thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 322 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture\ laid over 20 mm 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 and polishing to edges to give high gloss finish etc. complete at all levels. |
| 323 | Granite Nosing for pre finished nosing to treads of steps of marble stone. |
| 324 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement of 12 mm thk cement plaster |
| 325 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) |
| 326 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 327 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new wood work |
| 328 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 329 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 330 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 2 |
| 331 | Providing and fixing at all height wall panelling 9mm thickness with phenol bonded Bamboo Mat board conforming to IS:13958-1994 including providing and fixing to frame work made of 50mm x 50mm hardwood plugs including cutting brick work and fixing in cement mortar and making good the wall etc. and also providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws all complete as per direction of Engineer-in- Charge. (CPWD 26.6E) |
| 332 | ADMIN BLOCK AND SECURITY ROOM |
| 333 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 334 | For 1.5 m of initial depth |
| 335 | For above 1.5m depth |
| 336 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 337 | For initial 1.5 m depth of filling |
| 338 | For above 1.5 m depth of filling |
| 339 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 340 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 341 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 342 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 343 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 344 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 345 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 346 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 347 | Foundation and Basement |
| 348 | For Ground floor |
| 349 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 350 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 351 | Brick work 7 cm thick 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 superstructure above plinth level and upto floor five level. |
| 352 | Chipping of concrete & roughening the surface for plastering work at concrete surface area etc., complete. |
| 353 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 354 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer"s specification and direction of Engineer-in-charge. |
| 355 | Providing and fixing factory made uPVC white colour fixed glazed windows /ventilators comprising ofuPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.DSR VOL - 1 (Item No. 9.147 B) |
| 356 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 357 | Providing and laying Vitrified tiles 600x600 mm(thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 358 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture\ laid over 20 mm 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 and polishing to edges to give high gloss finish etc. complete at all levels. |
| 359 | Granite Nosing for pre finished nosing to treads of steps of marble stone. |
| 360 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- 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 complete. |
| 361 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement of 12 mm thk cement plaster |
| 362 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) |
| 363 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 364 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new wood work |
| 365 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 366 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 367 | Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification |
| 368 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, 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 and trusses and including cutting to size and shape wherever required. |
| 369 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. |
| 370 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 2 |
| 371 | Providing and fixing at all height wall panelling 9mm thickness with phenol bonded Bamboo Mat board conforming to IS:13958-1994 including providing and fixing to frame work made of 50mm x 50mm hardwood plugs including cutting brick work and fixing in cement mortar and making good the wall etc. and also providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws all complete as per direction of Engineer-in- Charge. (CPWD 26.6E) |
| 372 | KITCHENSHED, TOILET BLOCK AND CANTEEN |
| 373 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 374 | For 1.5 m of initial depth |
| 375 | For above 1.5 m of depth |
| 376 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 377 | For initial 1.5 m depth of filling |
| 378 | For above 1.5 m depth of filling |
| 379 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 380 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 381 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 382 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 383 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 384 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 385 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 386 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 387 | Foundation and Basement |
| 388 | For Ground floor |
| 389 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 390 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 391 | Brick work 7 cm thick 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 superstructure above plinth level and upto floor five level. |
| 392 | Chipping of concrete & roughening the surface for plastering work at concrete surface area etc., complete. |
| 393 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 394 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer"s specification and direction of Engineer-in-charge. |
| 395 | Providing and fixing factory made uPVC white colour fixed glazed windows /ventilators comprising ofuPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.DSR VOL - 1 (Item No. 9.147 B) |
| 396 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 397 | Providing and laying Vitrified tiles 600x600 mm(thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 398 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture\ laid over 20 mm 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 and polishing to edges to give high gloss finish etc. complete at all levels. |
| 399 | Granite Nosing for pre finished nosing to treads of steps of marble stone. |
| 400 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- 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 complete. |
| 401 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement of 12 mm thk cement plaster |
| 402 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) |
| 403 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 404 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new wood work |
| 405 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 406 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 407 | Supplying, fabricating, erecting structural steel work for roofing welded or bolted type using MS channels, angles, plates and round bars etc. conforming to IS specification including primer coating and enamal painting as per Design given by the departmental officers etc, complete as per standard specification |
| 408 | Providing corrugated G.S. sheet roofing including vertical / curved surface fixed with polymer coated J or L hooks, bolts and nuts 8 mm diameter with bitumen and G.I. limpet washers or with G.I. limpet washers filled with white lead, 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 and trusses and including cutting to size and shape wherever required. |
| 409 | Providing and fixing 15 cm wide, 45 cm overall semi-circular plain G.S. sheet gutter with iron brackets 40x3mm size, bolts, nuts and washers etc., including making necessary connections with rain water pipes complete. |
| 410 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 2 |
| 411 | Providing and fixing at all height wall panelling 9mm thickness with phenol bonded Bamboo Mat board conforming to IS:13958-1994 including providing and fixing to frame work made of 50mm x 50mm hardwood plugs including cutting brick work and fixing in cement mortar and making good the wall etc. and also providing and fixing wooden moulded corner beading of triangular shape to the junction of panelling etc. with iron screws all complete as per direction of Engineer-in- Charge. (CPWD 26.6E) |
| 412 | GUEST HOUSE |
| 413 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 414 | For 1.5 m of initial depth |
| 415 | For above 1.5m depth |
| 416 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 417 | For initial 1.5 m depth of filling |
| 418 | For above 1.5 m depth of filling |
| 419 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 420 | Supplying and providing Anti termite Pre& Post construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 421 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 422 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 423 | Centering and shuttering including strutting, propping etc. and removal of form,work for Suspended floors, roofs, landings, balconies and access platform |
| 424 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 425 | Centering and shuttering including strutting, propping etc. and removal of form work for Columns, piers, abutments, pillars, posts and struts |
| 426 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 427 | Foundation and Basement |
| 428 | For Ground floor |
| 429 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level. Thermo-Mechanically Treated bars of grade Fe-500D or more. |
| 430 | Brick work with common burnt clay modular bricks of class designation 7.5 in foundation and plinth in Cement mortar 1:4 (1 cement : 4 coarse sand) |
| 431 | Brick work 7 cm thick 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 superstructure above plinth level and upto floor five level. |
| 432 | Chipping of concrete & roughening the surface for plastering work at concrete surface area etc., complete. |
| 433 | Providing and fixing 1mm thick M.S. sheet door with frame of 40x40x6 mm angle iron and 3 mm M.S. gusset plates at the junctions and corners, all necessary fittings complete, including applying a priming coat of approved steel primer. Using M.S. angels 40x40x6 mm for diagonal braces |
| 434 | Providing and fixing 37 mm thick factory made PVC door shutter, styles and rails made of PVC hollow section of size 100 mm x 37 mm with wall thickness 2 mm (± 0.2 mm), with inbuilt bead on one side, styles and rails mitered cut and joint at the corners by means of 2 nos of plastic brackets of size 75 mm x 220 mm at each corner and stainless steel screws, reinforcing the hinge side of style by inserting PVC profile of28 mm x 30 mm, with wall thickness 2 mm ( ± 0.2 mm). Lockrail of size 100 mm x 37 mm, wall thickness 2 mm (+ 0.2 mm) will be fixed to the vertical styles. Providing with PVC snapfit beads and panel of size 100 mm x 20 mm, and inserting 2 nos tie bar of 6 mm dia and fastening with nuts and washers complete, all as per manufacturer"s specification and direction of Engineer-in-charge. |
| 435 | Providing and fixing factory made uPVC white colour fixed glazed windows /ventilators comprising ofuPVC multi-chambered frame and mullion (where ever required) extruded profiles duly reinforced with 1.60 ± 0.2 mm thick galvanized mild steel section made from roll forming process of required length uPVC extruded glazing beads of appropriate dimension, EPDM gasket, G.I fasteners 100 x 8 mm size for fixing frame to finished wall, plastic packers, plastic caps and necessary stainless steel screws etc. Profile of frame shall be mitred cut and fusion welded at all corners, mullion (if required) shall be also fusion welded including drilling of holes for fixing hardware"s and drainage of water etc. After fixing frame the gap between frame and adjacent finished wall shall be filled with weather proof silicon sealant over backer rod of required size and of approved quality, all complete as per approved drawing & direction of Engineer-in-Charge.DSR VOL - 1 (Item No. 9.147 B) |
| 436 | Providing and laying Ceramic glazed floor tiles of size 300x300 mm (thickness to be specified by the manufacturer) of 1st quality conforming to IS : 15622 of approved make in colours such as White, Ivory, Grey, Fume Red Brown, laid on 20 mm thick cement mortar 1:4 (1 Cement : 4 Coarse sand), Jointing with grey cement slurry @ 3.3 kg/sqm including pointing the joints with white cement and matching pigment etc., complete. |
| 437 | Providing and laying Vitrified tiles 600x600 mm(thickness to be specified by manufacturer), with water absorption less than 0.08 % and conforming to I.S. 15622, of approved make, in all colours & shade, in skirting, riser of steps, over 12 mm thick bed of cement mortar 1:3 (1 cement: 3 coarse sand), jointing with grey cement slurry @ 3.3 kg/ sqm including grouting the joint with white cement & matching pigments etc. complete. |
| 438 | Providing and fixing 18 mm thick gang saw cut, mirror polished, premoulded and prepolished, machine cut for kitchen platforms, vanity counters, window sills, facias and similar locations of required size, approved shade, colour and texture\ laid over 20 mm 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 and polishing to edges to give high gloss finish etc. complete at all levels. |
| 439 | Granite Nosing for pre finished nosing to treads of steps of marble stone. |
| 440 | Providing and fixing Ist quality ceramic glazed wall tiles conforming to IS: 15622 (thickness to be specified by the manufacturer), of approved make, in all colours, shades except burgundy, bottle green, black of any size as approved by Engineerin- 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 complete. |
| 441 | Cement plaster 1:3 (1 cement: 3 coarse sand) finished with a floating coat of neat cement of 12 mm thk cement plaster |
| 442 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) |
| 443 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 444 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade Two or more coats on new wood work |
| 445 | Painting Steel work with Deluxe Multi Surface Paint to give an even shade. Two or more coat applied @ 0.90 ltr/10 sqm over an under coat of primer applied @ 0.80 ltr/10 sqm of approved brand and manufacture |
| 446 | Providing and fixing M.S. grills of required pattern in frames of windows etc. with M.S. flats, square or round bars etc. including priming coat with approved steel primer all complete. |
| 447 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 2 |
| 448 | OHT(OVER HEAD WATER TANK) |
| 449 | Earth work in excavation all kind of soil by mechanical means (Hydraulic excavator)/manual means over areas (exceeding 30 cm in depth, 1.5 m in width as well as 10 sqm on plan) including getting out and disposal of excavated earth lead upto 50 m and lift upto 1.5 m, as directed by Engineer-in-charge |
| 450 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20 cm in depth, cosolidating each deposited layer by ramming and watering,lead up to 50m and lift up to 1.5m |
| 451 | Supplying and providing Anti termite pre construction treatment using aldrin or dealdrin or heptochlor as per relevant IS 6313 (part II) code including cost of all materials, labour, hore charges for T&P etc complete. |
| 452 | Supplying and filling with sand in plinth with sand under floors, including watering, ramming, consolidating and dressing complete. |
| 453 | Providing and laying in position Plain cement concrete 1:4:8 (1 Cement : 4 coarse sand (zone-III) : 8 graded stone aggregate 40 mm nominal size) of specified grade excluding the cost of Reinforcement, centering and shuttering - All work up to plinth level |
| 454 | Centering and shuttering including strutting, propping etc. and removal of form work for Foundations, footings, bases for columns |
| 455 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed |
| 456 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 457 | Beam&Slab |
| 458 | Column |
| 459 | RCC wall |
| 460 | For additional level, lift charges above 3m |
| 461 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 462 | Sub- structure |
| 463 | Super structure |
| 464 | Supplying, fabricating and placing in positionRibbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 465 | Providing fusion bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of following diameters as per IS 13620/1993 including testing of coating at plant. The cost is inclusive of cost of on account of careful handling PVC coated binding wires, touchup materials supplied by coating agency, repair work, loading, unloading and strengthning of bent rods etc., complete as per specification and as directed by the Engineer in charge (inclusive of all taxes) (Local Market Rate) |
| 466 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) |
| 467 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 468 | Providing and laying pressed clay tiles (as per approved pattern 20 mm nominal thickness of approved size) on roofs jointed with cement mortar 1:4 (1 cement : 4 coarse sand) mixed with 2% integral water proofing compound, laid over a bed of 2 |
| 469 | Supplying and fixing in position C.I.Manhole covers (light or heavy duty) mof various sizes of best approved quality and as per atandard specifications etc.,complete. |
| 470 | L.S for M.S Ladder inside the water tank |
| 471 | WATER SUPPLY |
| 472 | UPVC PIPE |
| 473 | 150mm Pipe |
| 474 | 100mm pipe |
| 475 | UPVC SPECIALS (FITTINGS) |
| 476 | Supplying and fixing in position first quality and approved variety of Gun Metal Gate Valve (Heavy type ) with I.S.I.mark of the following sizes including cost of Shellac , thread etc,.including labour for cutting and threading of G.I.Pipes etc.,complete complying with standard specifications for both internal and external water Supply arrangements. TWAD Board SOR. PG NO 68, ITEM NO 12.9 |
| 477 | 150mm Gate valve |
| 478 | RCC HELICAL STAIRCASE |
| 479 | Earth work excavation for foundation in Hard stiff clay, stiff black cotton, hard red earth, shales murram, gravel,stoney earth and earth mixed with small size boulders SS.20B and Sand, silt or other loose soil, wet sand,or silt not under water, light black cotton soil, sandy loam ordinary soil and to full depth as may be directed except in hardrockrequiring blasting inclusive of shoring shuttering and baling out water and cleaning and levelling the site etc.. |
| 480 | Refilling with excavated soil (other than sand) complying with standard specification for filling in foundation and basement.SOR SI.NO 76 |
| 481 | Supplying and filling in foundation andbasement with filling sand in layers of not more than 15cm.thick well rammed watered and compacted etc., complete complying with standard specification. |
| 482 | Plain Cement Concrete 1:4:8 (one cement four fine aggregates and eight coarse aggregates) using 40mm size ISS HBG metal including cost and conveyance of all materials to site and including for the mixing, laying and labour charges and all incidential charges such as water providing etc., complete as per standard specification |
| 483 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed. |
| 484 | Sub- structure |
| 485 | Centering for soffits of RCC slabs of plane surface like lintels, beams ,etc.,including strutting 3m high using mild steel sheets of size 90cm X60cm X and B.G 10 stiffened with M.S angles of size 25mm X 25mm X 3mm laid over silver Oak (C.W) joists of size 10cm X 6.5cm (spaced at about 90cm c/c )and supported dy casurina props of 10cm to 13cm dia (spaced of 75cm C/C) complying with standard specification and directed |
| 486 | For plane surfaces such as RCC floor slab, roof slab, beams, lintels, bed blocks, landing slab, waist slab, portico slabs and beams, etc. |
| 487 | Beam &Slab |
| 488 | Column |
| 489 | Steps |
| 490 | Additional levels |
| 491 | Reinforced cement concrete work in beams, suspended floors, roofs having slope up to 15° landings, balconies, shelves, chajjas, lintels, bands, plain window sills, staircases and spiral stair cases above plinth level up to floor five level, excluding the cost of centering, shuttering, finishing and reinforcement, with 1:1.5:3 (1 cement : 1.5 coarse sand(zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 492 | Sub- structure |
| 493 | Super structure |
| 494 | Supplying, fabricating and placing in positionRibbed Tor Steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. complete complying with standard specification.(Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 495 | Providing fusion bonded Epoxy coating not less than 175microns thickness and upto 300 microns to reinforcement of following diameters as per IS 13620/1993 including testing of coating at plant. The cost is inclusive of cost of on account of careful handling PVC coated binding wires, touchup materials supplied by coating agency, repair work, loading, unloading and strengthning of bent rods etc., complete as per specification and as directed by the Engineer in charge (inclusive of all taxes) |
| 496 | 15 mm cement plaster brick wall of mix C.M 1:4 (1 cement: 4 coarse sand) |
| 497 | Wall painting with acrylic emulsion paint of approved brand and manufacture to give an even shade Two or more coats on new work |
| 498 | Providing and fixing Hand rail of approved size by welding etc. to steel ladder railing, balcony railing, staircase railing and similar works, including applying priming coat of approved steel primer. |
| 499 | BORE WELL |
| 500 | Boring/drilling bore well of required dia for casing/ strainer pipe, by suitable method prescribed in IS: 2800 (part I), including collecting samples from different strata, preparing and submitting strata chart/ bore log, including hire & running charges of all equipments, tools, plants & machineries required for the job, all complete as per direction of Engineer -in-charge, beyond 90 metre & upto 150 metre depth below ground level. |
| 501 | Supplying, assembling, lowering and fixing in vertical position in bore well, unplasticized PVC medium well casing (CM) pipe of required dia, conforming to IS: 12818, including required hire and labour charges, fittings & accessories etc. all complete, for all depths, as per direction of Engineer -in-charge. |
| 502 | Supply and delivery of clear water vertical wet type submersible pump suitable for 150mm dia borewell conforming to IS 8034/2002 as amended thereafter and BEE 3 Star Rated capable of discharging noted LPM against head of water column due to all causes. The pump shall be with stainless steel shaft and dynamically balanced bronze or Cast SS impeller, brass screws and CI FG 200 grade pump bowl/diffuser with ISI mark. The pump shall be directly coupled to a continuos rated two pole suitable wet type vertical squirrel cage induction motor as per IS 9283 /1995 and as amended there after, suitable for operation in AC three phase 415 V+/- 10 %, 50 HZ +/- 5 % ( PAGE 88) |
| 503 | SCHEDULE B (ELECTRO MECHANICAL WORKS) |
| 504 | ELECTRO – MECHANICAL |
| 505 | FLAT BOTTOM SILO: DESIGNED FOR INDIAN SEISMIC ZONE -III Built according to ANSI/ASAE2008 standard of zincalumeAZ150/ Magnelis ZM (S350 GD+ZM 310) / Galvanized steel, with the following mechanical properties: Lower yield point: Mín. 380N/mm2. Tensilestrength:450N/mm2 Hot Dip Galvanization Wind load – 144KMPH Bulk density 560Kg/m3 Compaction factor 6% Grain : paddy a) Diameter.: 19.18 Meters. b)Capacity.: about 4300Cu.Meters 2500 MT on Paddy c) Wind rings with connectors (50mm)-2 unit per silo |
| 506 | SILO ACCESSORIES |
| 507 | a) Level Sensors: 2 Nos. per silo. Vibratory Fork Type high & low level sensors are provided for sensing the high & low level of Grain in Silo. However it will not sense the level of Grain if Silo is partially filled. |
| 508 | b) Aeration System: 2 unit per silo. Aeration fan of 8,000 cfm. Capacity with ducting perforated tiles covering approx. 25% floor area are provided for aerating the grain mass. |
| 509 | c) Manual Slide Gate: 7 Nos. per Silo: Manual discharge gates are provided at the bottom of silo for controlling the flow of grain. which is 350mm X 350mmCentral Electric slide gate with actuator 300mm X300 mm 3 mm thickness ,1 no per silo All connecting hopper between discharge /unloading gates and silo unloading conveyors |
| 510 | d) Sweep Auger: 1 No. per silo. Make : Morillon –SCD model or equvalentMade of MS, bolted in construction with pivot assly, screw with trough assembly, traction end wheel. It is at bottom of receiving hopper for controlling flow of grain. Flame proof geared motor of suitable H.P for main screw drive and geared motor for traction wheel are provided to the lower part of the hopper under siloCap. -25 TPH |
| 511 | e)Closed loop fumigation system Closed loop fumigation related piping connections from the roof vent back to bottom mounted blower gates to close other roof vents ,roof vent gates close/open operating system for catwalk etc. |
| 512 | f) Temperature Monitoring System Temperature Sensing Cables 10 numbers with Temperature sensors at every 2.5 MtrsTemperature induction console with cards, cables and cable holding brackets |
| 513 | h) Approch Ladder & Platform Out side ladder with cage length -12.47m Inside ladder with gage length - 12.47 m Resting Platform – 1.2 X0.8 m Roof ladder – 10 m Eve Railing with toe guard -60 M Roof Manhole and side Access Manhole |
| 514 | CATWALK SYSTEM Catwalk, Goal Post & Silo cap support is provided for supporting the overhead chain conveyor. Catwalk width 1.6meters Galvanising standard – 275 gsm |
| 515 | Grain dumping Platform : is provided near to the unloading point and loading to bucket elevator through Chain Conveyor. Aprox.15MT cap Receiving hopper size2.7mX2.7 Mx5 meter deep, with 2”X3” Grating at Top Manual slide gate with Ratchet and Pinion Electrical slide gate valve with Actuator with opening of 300X300 below un loading hopper Capacity - 5MT on paddy. Level Measuring Devices -2 nos for Top and Bottom |
| 516 | HOPPER BOTTOM SILO: DESIGNED FOR INDIAN SEISMIC ZONE -III Built according to ANSI/ASAE2008 standard of zincalumeAZ150/ Magnelis ZM (S350 GD+ZM 310) / Galvanized steel, with the following mechanical properties: Lower yield point: Mín. 350N/mm2. Tensilestrength:420N/mm2 Hot Dip Galvanization Wind load – 144KMPH Bulk density 560Kg/m3 Compaction factor 6% Grain : paddy a) Diameter.: 7.31 Meters. b)Capacity.: about 437Cu.Meters 250 MT on Paddy c) Ground clearance upto bin discharge 1.2 Meter |
| 517 | 250 MT BIN STANDARD ACCESSORIES a) Approach Ladder & Platform Out side ladder with cage length -12.97m Resting Platform – 1.2 X0.8 m Roof ladder – 4 m Eve Railing with toe guard -23 M Roof Manhole and side Access Manhole Wind rings -2 nos b) Manual Slide Gate: 1 No. per Silo: Manual discharge gates are provided at the bottom of silo for controlling the flow of grain. which is 350mm X 350mm Electric slide gate with actuator 300mm X300 mm 3 mm thickness ,1 no per silo c) Level Sensors: 2 Nos. per silo. Vibratory Fork Type high & low level sensors are provided for sensing the high & low level of Grain in Silo. However it will not sense the level of Grain if Silo is partially filled. g) Bin catwalk Heavy duty hot dipped Galvanized catwalk with open Mesh floor Width: 1.6 meter Galvanizing standard-275 gsm minimum i)Goose neck type vents with bird mesh300 mm X 300 mm 3 unit each ii)Areation fan power vents-1 HP-1 no, |
| 518 | HOPPER BOTTOM STORAGE BINS 500 MT Built according to ANSI/ASAE2008/ of zincalumeAZ150/ Magnelis ZM (S350 GD+ZM 310)Galvanized steel, with the following mechanical properties: Lower yield point: Mín 350N/mm2. Tensilestrength:420N/mm2 Hot Dip Galvanization Wind load – 144KMPH Bulk density 560Kg/m3 Compaction factor 6% Grain : paddy a)Diameter : 18.88 Meters. b)Capacity :about 845Cu.Meters 500MT on Paddy c) Ground clearance up to bin discharge-1.2 meter |
| 519 | 500 MT BIN STANDARD ACCESSORIES a) Approach Ladder & Platform Out side ladder with cage length -18.88m Resting Platform – 1.2 X0.8 m Roof ladder – 4 m Eve Railing with toe guard -26 M Roof Manhole and side Access Manhole Wind rings -2 nos b) Manual Slide Gate: 1 No. per Silo: Manual discharge gates are provided at the bottom of silo for controlling the flow of grain. which is 350mm X 350mm Electric slide gate with actuator 300mm X300 mm 3 mm thickness ,1 no per silo c) Level Sensors: 2 Nos. per silo. Vibratory Fork Type high & low level sensors are provided for sensing the high & low level of Grain in Silo. However it will not sense the level of Grain if Silo is partially filled. f)Closed loop fumigation system Closed loop fumigation related piping connections from the roof vent back to bottom mounted blower gates to close other roof vents ,roof vent gates close/open operating system for catwalk etc. g) Bin catwalk Heavy duty hot dipped Galvanised catwalk with open Mesh floor Width: 1.6 meter Glavanising standard-275 gsm minimum i) Goose neck type vents with bird mesh300 mm X 300 mm 3 unit each |
| 520 | HOPPER BOTTOM STORAGE BINS200 MT Fortruck loading Built according to ANSI/ASAE2008/standard of zincalumeAZ150/ Magnelis ZM (S350 GD+ZM 310) / Galvanized steel, with the following mechanical properties: Lower yield point: Mín 380N/mm2. Tensilestrength:450N/mm2 Hot Dip Galvanization Wind load – 144KMPH Bulk density 540Kg/m3 Compaction factor 6% Grain : paddy a)Diameter : 7.31Meters. b)Capacity :200 MT on Paddy c) Ground clearance up to bin discharge-1.2 meter |
| 521 | 200 MT BIN STANDARD ACCESSORIES a) Approach Ladder & Platform Out side ladder with cage length -12 m Resting Platform – 1.2 X0.8 m Roof ladder – 2 m Eve Railing with toe guard 22M Roof Manhole and side Access Manhole Wind rings -2 nos b) Manual Slide Gate: 1 No. per Silo: Manual discharge gates are provided at the bottom of silo for controlling the flow of grain. which is 350mm X 350mm Electric slide gate with actuator 300mm X300 mm 3 mm thickness ,1 no per silo c) Level Sensors: 2 Nos. per silo. Vibratory Fork Type high & low level sensors are provided for sensing the high & low level of Grain in Silo. However it will not sense the level of Grain if Silo is partially filled. g) Bin catwalk Heavy duty hot dipped Galvanized catwalk with open Mesh floor Width: 1.6 meter Galvanizing standard-275 gsm minimum Goose neck type vents with bird mesh 300 mm X 300 mm 3 unit each |
| 522 | On line batch weighing system - 50TPH |
| 523 | DRUM CLEANER 50TPH X 2 Nos No of Screen - 3 Nos Screen Diameter - 1000 mm/suitab;e Screen Length - 1250 mm/suitable Total Screen Area - 11.77 m2/suitable Drum Inclination - Variable Rotary speed of Drum - Variable Screen perforation cleaning device - Nylon Brush No os Aspiration- Single |
| 524 | PRE-CLEANER : WITH MOUNTING FRAME cap 25MT with suitable motors Double Sieve boat & Built in Fan blower of 15.0 HP in below construction. FEEDING MODULE : Straw Drum assembly with Independent Drive of 0.75 HP ASPIRATION MODULE : Aspiration chamber with two waste augers - one for pre-aspiration and one for final aspiration. Incl. gear motor 0.50 HP for waste augers. FINAL ASPIRATION : Final aspiration channel with fixed depth. SIEVE BOAT: 2 Sieve boats with; FLOW:- 4 + 4 screen layers fixed with inclination. With one set of screens with ball frame All screens are with rubber ball cleaning. Total screen area: 36 m². Inclusive of 1 set of screens with standard perforations according requirements. Incl. speed drive and 3.0 HP motor. |
| 525 | SUPPORTING STRUCTURE FOR CLEANING TOWERS Suitable painted structural steel work |
| 526 | CYCLONE DUST COLLECTOR & ITS ACCOSSORIES Cyclone Dia: 1850 mm, with supporting structure and ducting from Pre-cleaner , and drum cleaner. Rotary air lock valve with geared motor. |
| 527 | SPOUTES AND CHUTES : All other interconnecting Spouts and Chutes & Waste Product Chute for Pre Cleaner, Drum cleaner Waste Product Chute Extension for Pre Cleaner& Drum cleaner ERW(Electric resistance welding) Pipes, etc. |
| 528 | Dust collection system with bag filter as per the tender document for 100 sq. meter |
| 529 | BUCKET ELEVATOR Made out of GI Steel. It consisting of head and boot sections with trunk connections. Incl. reverse brake, Belt speed 1.5 m/s direct mounted gear box motor with support frame ,antistatic buckets belt and Nylon/PUbuckets, zero speed switch, UHMWPE Lining, Inspection widowfrom inlet hoper with cover ,belt alignment switch rotation sensor, self cleaning slatted pulley in head &boot etc., Capacity -50TPH Bucket elevator-1 Height -- Meter Bucket elevator-2 Height--Meter Bucket elevator-3Height -- Meter Bucket elevator-4 Height --Meter Bucket elevator-5 Height -- Meter Bucket elevator-6 Height--Meter Bucket elevator-7Height -- Meter Bucket elevator-8 Height --Meter |
| 530 | SUPPORTING STRUCTURE FOR ELEVATORS Structural tower support for elevator made in standard structural steel or modular sections duly painted. For EL-1 ( m X m) , H= Meters For EL-2 ( m X m) , H= Meters For EL-3 ( m X m) , H= Meters For EL-4 ( m X m) , H= Meters For EL-5 ( m X m) , H= Meters For EL-6 ( m X m) , H= Meters For EL-7 ( m X m) , H= Meters For EL-8 ( m X m) , H= Meters |
| 531 | CHAIN CONVEYOR ChainconveyorsmadeinGISteelwithstandard construction. It consists of drive end assembly, tail end assembly with tensioning arrangement, standard trunks, chain, inlet & outlet spouts, Inspection windowetc. Gide rollers are HDPE and UHMWPE quide strip UHMWPE Casing lining -8 mm Capacity 50 TPH Speed 0.6-0.8 m/s CC1L = Meters. CC2. L = Meters CC3L = Meters CC4L = Meters CC5L = Meters BC1 L = Meters BC2 L = Meters BC3 L = Meters BC4 L = Meters BC5 L =Meters BC6 L =Meters BC7 L =Meters BC8 L =Meters |
| 532 | LSUPaddy Dryer50 MT/Batch Height: 57 feet MOC: SS 304 grade No. Of Chamber: 14.0 V, 7 P, 1Maintenance No. of "V" port: 228 full, 24 half Size of plain chamber: 2.226m(W) x 5.604m(L) x 0.500m(H)-SS2 .0 mm Size of "V" chamber: 2.226m(W) x 5.064m(L) x 0.430m(H)- SS 2.0 mm Maintenance Chamber: 2.226(W) x 5.304(L) x 0.700m(H) – SS2.0 mm Size of Rotor Chamber:2.226m(W) x 5.304(L) x 0.500m(H) – 4 mm S.S Dryer hopper –SS 2.0 mm Air Duct :- SS1.8 mm Tie pipe Port: SS –4.0 mm (2.0 mm + 2.0 mm Sandwitch) Rotor: EN8 MS Rotor Qty: 14 nos Centrifugal blower: Power - 30 HP CFM-44100 CFM Steam Heat Exchanger Spec of fins- Aluminium Extruded Fins Spec of tubes - Carbon Steel Tubes (19.04)/452 No’s Ambient air Temperature(min.): 280C Hot air Temperature (max.): 1200C Bucket Elevator Capacity:- 60 MT/Hr Height: - 82 Ft COM: Bottom – SS 2.5 mm Top – SS 2.5 mm Casing – SS 2.0 mm Flat belt- Synthetic Rubber 450 mm – 6 ply Bucket- size 400mm – thickens- SS-1.5 mm Power- 7.5 HP ; RPM-72 Discharge pipe: Size- SS 250 NB For Drier & 200 NB For Discharge x 2.7 mmThk Material-6 Meters - 3 No |
| 533 | Boiler for Raw paddy dryer6TPH Husk fired horizontal composite ,single pass natural circulation boiler External furnace with membrane panel and in bed tubes. For detail specification refer tender document |
| 534 | Par boiling Unit 128 MT/BATCH a) Feeding Elevator -32 TPH- 1 no b) Chain Conveyor-32TPH-1no c) Surge Bin-128 MT- 1 no d) Pre Hydration Stations-32 TPH- 4 nos e) Hydration Tanks- 8T- 16 nos f) Belt conveyor-40TPH-1 no g) Supporting structure- 1 lot h) Cook Station feeding elevator- 40TPH-1 no i) Surge bin- 12T- 1 no j) Cook station-8TPH- 4 nos k) Rotor discharge gate – 8 TPH – 4 nos l) Cook Station out put elevator-40TPH-1 no m) Cook Station supporting structures- ISMB 300 X150 – 1 Lot n) Dryer elevator- 40 TPH – 5 nos o) Paddy LSU type dryer 32 MT x 4 nos p) Centrifugal blower- 29400 CFM – 4 nos q) Steam heat exchanger – 4 nos r) Water feeding & circulation Unit- 20KL – 6 nos s) Bin – 32 MT- 8 nos t) Steam engineering- suitable u) Control panel – SCADA Based -1 unit For detailed spec. refer tender document. |
| 535 | IBR Boiler -8 Ton for Parboiling unit Husk fired external furnacemembrane panel and bed in bed tubes. Horizontal composite, single pass , natural circulation boiler Accessories as required 1) Flue gas & Hot Air ducting -MS 2) Feed Water system 3) Supports & Boiler Platforms-MS 4) Ash drain connections 5) Husk bunker 30 Cu.M 6) Chimney Top Dia 800X 31 M Height 7) Ash handling 8) Condensate Recovery Tank with pumps 9) BOP Control panel 10) Softener with pumps for feed water tank 11)Refractory and Insulation Material 12)IBR/NonIBR Piping within battery limits 13) Pressure reducing valve 14)Valves, Fitting ,Hardware’s within battery limits 15) Electrical cabling , cable tray with in battery limits 16) All fabricated item with sand blasting and painting. For detailed specifications refer Tender document. |
| 536 | MODERN RICE MILL 8TPH ON PADDY THROUGHPUT 1) Classifier-1 no 2) Destoner-1 no 3) Pneumatic sheller-2 nos 4) Husk separator-2 nos 5) Vibro aspirator -1 no 6) Tray Separarator-1 no 7) Thick/thin Grader-1 no 8) Rice Whitener-3 nos 9) Silky Polisher-1 No 10) Rice Cooler-1 no 11) Rotary sifter-2 nos 12) Length grader 13) Color sorter 14) Grain filling Machine with slot conveyor and stitching machine 15) Grain discharger 16) Dust /Bran proofing system 17) Cyclone Separator 18) Centrifugal fan 19) Bran Discharger 20) Magentic separator 21) Venturi 22) Husk blower 23) Hopper for the above machins 0.75MT-3nos |
| 537 | 4.5 MT- 01 nos 10.0 MT-01 nos 24) Storage Bins Paddy storage bins-32 MT -8 nos Head rice Bins-20MT-04 nos Husk Bin -12T – 01 nos 25) Spouting accessories Manual slide Gate SQ 200mm -16nos Manual slide gates SQ 150mm- 25 nos Pnemuatic Diverter dia 140X45”-9 nos Bagging Cones – 35 nos Inlet & Outlet Hoppers for machines – 1 lot Pipes, bends , Y-pieces, Inspection Spouts, Retarders etc., Material: M.S Fabricated 3 mm for Paddy & 2 mm for rice 26) Aspiration Accessories- 1 lot 27) Water & Compressed air line-1 lot 28) Husk conveying lines- 1 lot 29) Conveying elements-1 lot 30) Structure for machines and elevators- 1 nos 31) Installation Hardware-1 Lot Install& fixing bolts, nuts for all machines 32) Utilities for color sorter -1lot 33) MCC+ Control panel (SCADA) 34) Air condition mc for sorter and control panel |
| 538 | LABORATORY EQUIPMENTSAS PER THE SPECIFICATION Moisture meter Weighing balance Testing husker-2 nos Sample divider Grain crack inspector Sample pan Milling meter |
| 539 | Air compressor with FRL unit(Filter Regulator Lubricator unit for compressor) for all pneumatic line 1 unit per siteis stand by |
| 540 | PLC PACKAGE MCC Panel along with complete switchgear & panel body fabricated in 14/16 swg CRCA sheet with dully power coated in Siemens white /grey colour PLC panel along with allen bradely make HMI10” coloured with complete switchgear & panel body fabricated 14 swg CRCA sheet with with dully power coated in Siemens white /grey colour CPU,power supply ,digital inputs and anolog input card package from Allen Bradly 10”coloured from EXORE\Power socket with switch package from ANCHOR MCB package for SIEMENS SCADA Software ,50 I/O Runtime system (PC x 2 nos) Wiring Package Cable tray+ brackets and joiners Cable ladder + bracket and joiners SWA cable for motors,probes,slides etc Swab cable glands Gutter bolt and nuts,crimp connections for motors, Motor isolaters 3 pol and 6 pole , unction boxes • Break up of Detailed BOQ with rate should be submitted with the bid ( |
| 541 | DG sets of 380 KVA capacity of Kirloskar / Cummins or equivalent make with panel; cabling and acoustics etc are proposed on the basis of essential requirements in the Silo system. Out of the two one set will be standby |
| 542 | Supply and fixing of auto synchronization panel with auto load sharing, LT standard for operation of Diesel Generating set suitable for controlling 2 Nos 380KVA D.G .Set with main supply available for delivering the load |
| 543 | Unitisedsub-station with Transformer rating 11KV/433 or 415V – 750 KVA of Kirloskar or approved equivalent is required to be provided based on electrical load required for the Silo system, including HT breaker, panel, capacitor bank and cabling with associated works etc., |
| 544 | Essential spares for silos |
| 545 | Essential spare for Boilers |
| 546 | Essential spares for Parboiling and Dryer Unit |
| 547 | Essential spars for Rice mill unit |
| 548 | Essential for Electrical equipments |
| 549 | Essential spare for electronic equipments |
| 550 | Electrical Winch Up to the height of silo, elevator & dryer) (suitable to lift the spare motor, gear box ,tools to the top of the elevator, conveyor as per spec.) |
| 551 | SCHEDULE C (OPERATION AND MAINTENANCE COST) |
| 552 | FIRST YEAR |
| 553 | Operation And Maintenance of PLC Based Dry Paddy Handling/ Evacuation System From ReceivingHopper (Tee-Off Point of Wet & Dry Paddy Conveying System) to delivery silo and deliver the material (including Silos) |
| 554 | Operation and Maintenance of PLC based Parboiling and Drying system along with boiler and its accessories |
| 555 | Operation and Maintenance of PLC basedrice milling unit and its accessories. |
| 556 | SILO OPERATIONAL COST |
| 557 | CAPACITY: 15000 mt (2500 *6 Nos silos,128 mt pb and drying unit,8 mt rice mill unit) |
| 558 | SCADA Operation |
| 559 | Operator |
| 560 | Silo Operation |
| 561 | Supervisor |
| 562 | Operator |
| 563 | For Dryer Mechanical |
| 564 | For Silo Operator |
| 565 | Electrician |
| 566 | Labours |
| 567 | Male |
| 568 | Female |
| 569 | Par Boiling Section |
| 570 | Dryer Operator |
| 571 | Boiler (IBR) Operator |
| 572 | Par boiling Operator |
| 573 | Milling Section |
| 574 | Technician - I |
| 575 | Technician - II |
| 576 | SCHEDULE D (SCHEDULE D (PLUMBING AND ELECTRICAL) |
| 577 | PLUMBING |
| 578 | Providing and fixing C.P. brass long body bib cock of approved quality conforming to IS standards and weighing not less than 690 gms. |
| 579 | Supplying and fixing Stainless steel soap dish including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. |
| 580 | Supplying and fixing CP Towel rod 45cm or nearest available length including cost of materials and labour charges etc complete as per the direction of site Engineer-in- charge. |
| 581 | Supplying and fixing CP Health Faucet superior quality (Jaguar or equivalent make) including cost of materials and labour charges etc complete as per the direction of site Engineer-in-charge. |
| 582 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 583 | Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes & fittings with one step PVC solvent cement and testing of joints complete as per directionof Engineer-in-Charge. Concealed work including cutting chases and making good the wall etc. |
| 584 | 25mm pipe 10kgf/cm2 |
| 585 | 20mm pipe 10kgf/cm2 |
| 586 | 32mm pipe 10kgf/cm2 |
| 587 | Providing and fixing PVC pipes including jointing of pipes with one step PVC solvent cement ,trenching, refilling & testing of joints complete as per direction of Engineer in Charge. |
| 588 | 25 mm dia 10Kgf/cm2 |
| 589 | 32mm pipe 10kgf/cm2 |
| 590 | 50mm pipe 10kgf/cm2 |
| 591 | Providing and fixing PVC pipes including fixing the pipe with clamps/ clips at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing ofjointscompleteasperdirectionofEngineer-in-Charge110mmdia6Kgf/cm2 -External work - Exposed on wall |
| 592 | Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 110mm pipe 6kgf/cm2 |
| 593 | Providing and fixing PVC moulded fittings / accessories forRigid PVCpipes, including jointing with PVC solvent cement - 110 mm dia |
| 594 | 110mm Elbow |
| 595 | 110mm Bend |
| 596 | 110mm Tee |
| 597 | 110mm Elbow door |
| 598 | 110mm End Cap |
| 599 | 110mm Vent Cowl |
| 600 | 110mm Socket Coupling |
| 601 | Providing and fixing PVC pipes, fittings including fixing the pipe with clamps at 1.00 m spacing. This includes jointing of pipes with one step PVC solvent cement and testing of joints complete as per direction of Engineer-in-Charge. Concealed work, including cutting chases and making good the wall etc. 75mm pipe 6kgf/cm2 |
| 602 | Providing and fixing PVC moulded fittings / accessories forRigid PVCpipes, including jointing with PVC solvent cement - 110 mm dia |
| 603 | 75mm Elbow |
| 604 | 75mm Bend |
| 605 | 75mm Tee |
| 606 | 75mm Elbow door |
| 607 | 75mm End Cap |
| 608 | Providing and fixing white vitreous china flat back or wall corner type lipped front urinal basin of 430x260x350 mm and 340x410x265 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 : |
| 609 | Providing and fixing water closet squatting pan (Indian type W.C. pan ) with 100 mm sand cast Iron P or S trap, 10 litre low level white P.V.C. flushing cistern, including 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. |
| 610 | Providing and fixing white vitreous china pedestal type water closet (European type W.C. pan) with seat and lid, 10 litre low level white P.V.C. flushing cistern, including 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 : |
| 611 | Providing and fixing brass stop cock of approved quality : |
| 612 | 15mm dia |
| 613 | 20mm dia |
| 614 | Providing and fixing White Wash Hand Basin With Pedestal 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 require: White Vitreous China Wash basin size 630x450 mm with a pair of 15 mm C.P. brass pillar taps |
| 615 | Providing and fixing C.P. brass shower rose with 15 or 20 mm inlet of 100mm dia |
| 616 | Providing and fixing gun metal gate valve with C.I. wheel of approved quality (screwed end) : |
| 617 | 20mm dia |
| 618 | 32mm dia |
| 619 | Providing and fixing square-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: 100x100 mm size P type With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 620 | Providing and fixing Stainless Steel A ISI 304 (18/8) kitchen sink as per IS:13983 with C.I. brackets and stainless steel plug 40 mm, including painting of fittings and brackets, cutting and making good the walls wherever required. Size: 510x1040 mm bowl depth 250 mm |
| 621 | Supplying and fixing C.I. cover without frame for manholes455x610 mm rectangular C.I. cover (light duty) the weight of the cover to be not less than 23 kg. |
| 622 | 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 : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size), foundation concrete 1:5:10 (1 cement : 5 coarse sand(Zone-III) : 10 graded stone aggregate 40 mm nominal 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: |
| 623 | Providing rain water harvesting using 3 nos.of RCC well rings of 90cm inner dia (clear) with 5cm wall thickness made out of cement concrete 1:2:4 using 20mm hard broken jelly to a height of 30cm each supplying and fabricating 16 nos. of 6mm dia MS rod vertically and 3 nos. of 6mm dia MS rod circumferentially tied together with 18 gauge binding wire for well rings including necessary earth work excavation 1m dia toa depth of 1m, supplying and filling 40mm HBG inside the erected well ring to a depth of 90cm, and top covered with RCC circular perforated cover slab of 1m dia and 5cm thick which inclusive of cost and fabrication of 6mm M.S reinforcement at 15 cm spacings on both directions and one 6mm M.S rod ties at the edge of the slab circumferentially including cost of moulding, curing, finishing and well placing in position and disposing off excavated earth with all initial leads and lifts in places as shown by the Departmental officers etc., complete in all respects. |
| 624 | ELECTRICAL |
| 625 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 626 | Wiring for twin control light point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, 2 way piano type switch, phenolic laminated sheet, suitable size MS box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required. |
| 627 | Wiring for light point/ fan point/ exhaust fan point/ call bell point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable in surface / recessed steel conduit, with modular switch, modular plate, suitable GI box and earthing the point with 1.5 sq.mm FRLS PVC insulated copper conductor single core cable etc. as required |
| 628 | Supply and fixing of single box type 4"-40W fluorescent fittings, with tube light complete with copper choke and condenser with TW round blocks on walls and ceiling with PVC unsheathed copper leads from terminal to the fitting including cost of all materials, labour, lead, lift etc complete. |
| 629 | Supply and fixing of standard quality fancy glass shade, 11W LED, battern holder (Bakelite) for BH light point including cost of all materials, lead, lift, etc., complete. |
| 630 | Supply and fixing of 1200mm (48") sweep AC ceiling fan complete as approved by the engineer with necessary down rod, stepped electronic 300W regulator, fan clamp with side plate and 45mm cross arm, 1sqmm PVC unsheathed copper cable continuous earth connection including cost of all materials, lead, lift, etc. complete. |
| 631 | Supply and fixing of 300mm (12") sweep (light duty) AC exhaust fanc complete with necessary wall opening and making good of the wall |
| 632 | Earthing with G.l. earth pipe 4.5 meter long, 40 mm dia including accessories, and providing masonry enclosure with cover plate having locking arrangement and watering pipe etc. (but without charcoal/ coke and salt ) as required. |
| 633 | Supplying and fixing of following sizes of medium class PVC conduit along with accessories in surface/recess including cutting the wall and making good the same in case of recessed conduit as required. |
| 634 | 20 mm dia Pipe |
| 635 | 25mm dia Pipe |
| 636 | Supplying and fixing metal box of following sizes (nominal size) on surface or in recess with suitable size of phenolic laminated sheet cover in front including painting etc. as required. |
| 637 | 75 mm X 75 mm X 60 mm deep |
| 638 | 100 mm X 100 mm X 60 mm deep |
| 639 | Supplying and fixing suitable size Gl box with modular plate and cover in front on surface or in recess, including providing and fixing 3 pin 5/6 A modular socket outlet and 5/6 A modular switch, connections etc. as required. |
| 640 | Supplying and fixing suitable size Gl box with modular plate and cover in Front on surface or in recess, including providing and fixing 6 pin 5/6 & 15/16 A modular socket outlet and 15/16 A modular switch, connection etc. as required. |
| 641 | Supplying and drawing following sizes of FRLS PVC insulated copper conductor, single core cable in the existing surface/ recessed steel/ PVC conduit as required. |
| 642 | 1 x 1.5 sq. mm |
| 643 | 2 x 1.5 sq. mm |
| 644 | 4 x 1.5 sq. mm |
| 645 | Supplying and fixing 5 A to 32 A rating, 240/415 V, 10 kA, "C" curve, miniature circuit breaker suitable for inductive load of following poles in the existing MCB DB complete with connections, testing and commissioning etc. as required. |
| 646 | Single Pole |
| 647 | Double Pole |
| 648 | Supplying and fixing 8 way (4 + 24)Double door, horizontal type three pole and neutral, sheet steel, MCB distribution board, 415 V, on surface/ recess, complete with tinned copper bus bar, neutral bus bar, earth bar, din bar, interconnections, powder painted including earthing etc. as required. |
| 649 | Providing and fixing following capacity 63 A TP&N disconnector fuse switch unit inside the existing panel board with ISI marked HRC fuses including drilling holes in cubicle panel, making connections, etc. as required |
| 650 | Supply and Laying of PVC Aluminium armoured cable offollowing size direct in ground including excavation, sand cushioning, protective covering and refilling the trench etc as required. |
| 651 | 2 core 6 sq.mm. PVC Armoured UG Cable |
| 652 | 2 core 10 sq.mm. PVC Armoured UG Cable |
| 653 | 2 core 16 sq.mm. PVC Armoured UG Cable |
| 654 | 2 core 25 sq.mm. PVC Armoured UG Cable |
| 655 | 31/2 core 25 sq.mm. PVC Armoured UG Cable |
| 656 | 31/2 core 35 sq.mm. PVC Armoured UG Cable |
| 657 | 31/2 core 120 sq.mm. PVC Armoured UG Cable |
| 658 | 31/2 core 180 sq.mm. PVC Armoured UG Cable |
| 659 | 31/2 core 240 sq.mm. PVC Armoured UG Cable |
| 660 | Supply, Erection of 8m Free Standing Double Arm Bracket 8 sided Octogonally continously tapered structured pole with base plate of size 300 x 300 x 12mm as per IS-875 with following specification. Bottom Pole Dia - 130mm Top Pole Dia - 70 mm Thickness of Pole - 3 mm.The pole should be hot dip galvanized confirming to BESNISO-1461 with thickness of 65 Micron. |
| 661 | Supply anddelivery of 25 W LED Street light system made up of pressure die cast aluminium housing with heat resistant toughened glass cover confirming to IP65. Separate compartment for LEDs & electronic driver with CCT of 5700K , PF > 0.9. System efficacy >85. Operating voltage range of 120V to 270V with surge arrestor Minimum of 1KV. Driver current not than 700mA. THD < 10%. Lumens package not less 105 lm/W for LED Source. Test certificate from NABL(Nationalaccredited board for Testing & Calibration laboratory)for LM79 report. In house Testing facility to be available for the same, Lamp life not less than 50,000 Hoursetc; complete as per Standard Specification. |
| 662 | Design, Supply and Installation of suitableLT Panel Board for whole electrical network including cost of all materials , labour, lead etc. complete. |
| 663 | Design, Supply and Installation of suitableHT Panel Board for whole electrical network including cost of all materials , labour lead etc. complete. |
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