Smart City Development Limited has published Development Of Sports Facility Infrastructure At Selected Schools In Prayagraj City Under Smart City Mission Development Of Sports Facility Infrastructure At Selected Schools In Prayagraj City ( U . P ) Under Smart City Mission. Submission Date for this Tender is 23-12-2020. Sports Complex Tenders in Work Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Name of Work: Development of Sports facility infrastructure at selected schools in Prayagraj city(U.P.) under Smart City Mission. | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Government Inter College (Boys) | |||
| 2 | 1.01 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Badminton Court- 150 mm thick | BI01010001010000000000000515BI0100001113 | 42.28 | Cum |
| 3 | 1.02 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001114 | 281.88 | Sqm |
| 4 | 1.03 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001115 | 28.19 | Cum |
| 5 | 1.04 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Badminton Court | BI01010001010000000000000515BI0100001116 | 281.88 | Sqm |
| 6 | 1.05 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Badminton Court- 30 mm thick | BI01010001010000000000000515BI0100001117 | 8.46 | Cum |
| 7 | 1.06 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Badminton Court- 20 mm thick | BI01010001010000000000000515BI0100001118 | 5.64 | Cum |
| 8 | 1.07 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001119 | 102 | Rmt |
| 9 | 1.08 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001120 | 102 | Rmt |
| 10 | 1.09 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (8 LAYERS)\nSupply and installation of ITF certified 8 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer , second layer of acrylic Resurfacer, third, fourth & Fifth layer of Cushion, Sixth & Seventh layer of Precoat and Eighth layer of Topcoat. On top of these 8 layers, the line marking should be done with Overline paint. | BI01010001010000000000000515BI0100001121 | 281.88 | Sqm |
| 11 | 1.1 | Sports Accessories\nSupply and Fixing of REMOVEABLE Badminton POLES of Size - 3.5 FT \nPIPE SIZE - 80 * 80 MM \npipe Shape - SQUARE \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz \nIncluding all civil works for erection,acessories,freight,shifting etc. | BI01010001010000000000000515BI0100001122 | 2 | Pair |
| 12 | 1.11 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001123 | 288 | Sqm |
| 13 | 1.12 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Basket Ball Court- 150 mm thick | BI01010001010000000000000515BI0100001124 | 91.2 | Cum |
| 14 | 1.13 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001125 | 608 | Sqm |
| 15 | 1.14 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Basket Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001126 | 60.8 | Cum |
| 16 | 1.15 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Basket Ball Court | BI01010001010000000000000515BI0100001127 | 608 | Sqm |
| 17 | 1.16 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Basket Ball Court - 30 mm | BI01010001010000000000000515BI0100001128 | 18.24 | Cum |
| 18 | 1.17 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Basket Ball Court - 20 mm | BI01010001010000000000000515BI0100001129 | 12.16 | Cum |
| 19 | 1.18 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001130 | 102 | Rmt |
| 20 | 1.19 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001131 | 102 | Rmt |
| 21 | 1.2 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (5 LAYERS)\nSupply and installation of ITF certified 5 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer, second layer of acrylic Resurfacer, third and fourth layer of Precoat and Fifth layer of Topcoat. On top of these 5 layers, the line marking should be done. | BI01010001010000000000000515BI0100001132 | 608 | Sqm |
| 22 | 1.21 | Sports Accessories\nSupply and installation of FIXED BASKETBALL POST of Size - 10ft \nPROJECTION - 3.20 METER\nPIPE SIZE - 8" \npipe Shape - round \npipe Thickness - 4.5.- 4.8 mm\nGauge of Steel - 6 to 4 gz\nepoxy white Paint (including all civil work for grouting in ground,all acessories,freight,unloading,base plate if required and shifting) | BI01010001010000000000000515BI0100001133 | 1 | Pair |
| 23 | 1.22 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001134 | 408 | Sqm |
| 24 | 1.23 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST.\nFor Volley Ball Court - 150 mm thick | BI01010001010000000000000515BI0100001135 | 96.9 | Cum |
| 25 | 1.24 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001136 | 646 | Sqm |
| 26 | 1.25 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Volley Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001137 | 64.6 | Cum |
| 27 | 1.26 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Volley Ball Court | BI01010001010000000000000515BI0100001138 | 646 | Sqm |
| 28 | 1.27 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Volley Ball Court - 30 mm | BI01010001010000000000000515BI0100001139 | 19.38 | Cum |
| 29 | 1.28 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Volley Ball Court - 20 mm | BI01010001010000000000000515BI0100001140 | 12.92 | Cum |
| 30 | 1.29 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001141 | 106 | Rmt |
| 31 | 1.3 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001142 | 106 | Rmt |
| 32 | 1.31 | Sports Surfaces\nSUPPLING AND LAYING OF ARTIFICIAL TURF FOR VOLLEYBALL COURTS\nSupply & Installation of High Density Artificial Turf. | BI01010001010000000000000515BI0100001143 | 646 | Sqm |
| 33 | 1.32 | Sports Accessories\nSupply and Fixing of FIXED VOLLEYBALL POST of Size - 8.2 FT \nPIPE SIZE - 3" & 4" \npipe Shape - ROUND \npipe Thickness - 2.5- 3.2mm\nGuage of Steel - 10 to 8 gz | BI01010001010000000000000515BI0100001144 | 1 | Pair |
| 34 | 1.33 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001145 | 424 | Sqm |
| 35 | 1.34 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST.\nFor Tennis Court - 150 mm thick | BI01010001010000000000000515BI0100001146 | 184.08 | Cum |
| 36 | 1.35 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001147 | 1227.2 | Sqm |
| 37 | 1.36 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Tennis Court- 100 mm thick | BI01010001010000000000000515BI0100001148 | 122.72 | Cum |
| 38 | 1.37 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom. \nFor Tennis Court | BI01010001010000000000000515BI0100001149 | 1227.2 | Sqm |
| 39 | 1.38 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Tennis Court - 30 mm | BI01010001010000000000000515BI0100001150 | 36.82 | Cum |
| 40 | 1.39 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Tennis Court - 20 mm | BI01010001010000000000000515BI0100001151 | 24.54 | Cum |
| 41 | 1.4 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001152 | 197.32 | Rmt |
| 42 | 1.41 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001153 | 197.32 | Rmt |
| 43 | 1.42 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (8 LAYERS)\nSupply and installation of ITF certified 8 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer, second layer of acrylic Resurfacer, third, fourth & Fifth layer of Liquid Rubber Cushion, Sixth & Seventh layer of Precoat and Eighth layer of Topcoat & colour coat for the finished surface to protect from UV. | BI01010001010000000000000515BI0100001154 | 1227.2 | Sqm |
| 44 | 1.43 | Sports Accessories\nSupply and Fixing of REMOVEABLE TENNIS POLES of Size - 3.5 FT \nPIPE SIZE - 80 * 80 MM \npipe Shape - SQUARE \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz \nIncluding all civil works for erection,acessories,freight,shifting etc. | BI01010001010000000000000515BI0100001155 | 2 | Pair |
| 45 | 1.44 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001156 | 789.28 | Sqm |
| 46 | 1.45 | Sports Accessories\nSupply and Fixing of Moveable Football Goal Post of Size - 24ft * 8 ft \ndepth - approx 6 ft \npipe Shape - round \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz\nepoxy white Paint | BI01010001010000000000000515BI0100001157 | 1 | Pair |
| 47 | 1.46 | Providing of 50mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n50 mm G.I Vertical Pipes for Cricket Net Practice | BI01010001010000000000000515BI0100001158 | 225 | Rmt |
| 48 | 1.47 | Fixing of 50mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n50 mm G.I Vertical Pipes for Cricket Net Practice | BI01010001010000000000000515BI0100001159 | 225 | Rmt |
| 49 | 1.48 | Providing of 40mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n40 mm G.I Horizontal Pipes for Cricket Net Practice | BI01010001010000000000000515BI0100001160 | 54.9 | Rmt |
| 50 | 1.49 | Fixing of 40mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n40 mm G.I Horizontal Pipes for Cricket Net Practice | BI01010001010000000000000515BI0100001161 | 54.9 | Rmt |
| 51 | 1.5 | Supply & fixing of Standard Cricket Practice knotted nets made from synthetic polymer (Polyethelene) having colour black/ green with mesh size of 50mm and twain diameter of 1.8mm to 2.00mm thick. Net should be UV stabilized and rot proof. Net will be fixed to GI poles with suitable clips and accessories etc complete as per directions of the Engineer-in-charge. Rate includes cost of net of standard size, required accessories, conveyance charges, labour charges for fixing, over heads & contractor's profit etc., complete.\nFor Sides of Cricket Net Practice \nFor Top Cricket Net Practice \nFor Back side Cricket Net Practice | BI01010001010000000000000515BI0100001162 | 1342.22 | Sqm |
| 52 | 1.51 | Earth Work in surface Excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on planincluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All Kinds of soil (DSR item No.2.1.1 modified for Prayagraj) | BI01010001010000000000000515BI0100001163 | 692.5 | Sqm |
| 53 | 1.52 | Providing and Laying 500x500x40 mm thick Turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (DSR item No.11.45) | BI01010001010000000000000515BI0100001164 | 692.5 | Sqm |
| 54 | 1.53 | Supply and fixing of Double Seater Swing\nSafe Area is 12'X10' | BI01010001010000000000000515BI0100001165 | 1 | nos |
| 55 | 1.54 | Supply and fixing of Double Seater See saw\nSafe Area is 10'X6' | BI01010001010000000000000515BI0100001166 | 2 | nos |
| 56 | 1.55 | Supply and fixing of FRP Slides\nSafe Area is 18'X4' | BI01010001010000000000000515BI0100001167 | 2 | nos |
| 57 | 1.56 | Supply and fixing of Merry go round 5 feet dia. \nSafe Area 8' X 8' | BI01010001010000000000000515BI0100001168 | 2 | nos |
| 58 | 1.57 | Boundary wall - 12mm thick cement plaster with cemet, White lime & fine sand in proportion of 1:1:6 complete, Excluding GST.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001169 | 3384 | Sqm |
| 59 | 1.58 | Finishing walls with one coat of Water proof cement paint of approved quality on previously old treated surface with this paint to given an even shade including supply of all materials, labour and tools & Plants etc. required for proper completion of the work.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001170 | 3384 | Sqm |
| 60 | 1.59 | Wall painting (one coat) with plastic emulsion paint of approved brand & Manufacture on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth.\nFor Wall sides\nFor wall Top | BI01010001010000000000000515BI0100001171 | 3384 | Sqm |
| 61 | 1.6 | Clearing jungle including of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cm. Measred at a height of 1.00 mtr. Above groun level & removal of rubbish upto a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST\nFor Site Area | BI01010001010000000000000515BI0100001172 | 23812 | Sqm |
| 62 | 2 | Colonelganj Intermediate College in ABD Area Prayagraj Smart City. | |||
| 63 | 2.01 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST.\nFor Badminton Court- 150 mm thick | BI01010001010000000000000515BI0100001173 | 42.28 | Cum |
| 64 | 2.02 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001174 | 281.88 | Sqm |
| 65 | 2.03 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001175 | 28.19 | Cum |
| 66 | 2.04 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Badminton Court | BI01010001010000000000000515BI0100001176 | 281.88 | Sqm |
| 67 | 2.05 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Badminton Court- 30 mm thick. | BI01010001010000000000000515BI0100001177 | 8.46 | Cum |
| 68 | 2.06 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Badminton Court- 20 mm thick | BI01010001010000000000000515BI0100001178 | 5.64 | Cum |
| 69 | 2.07 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001179 | 102 | Rmt |
| 70 | 2.08 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001180 | 102 | Rmt |
| 71 | 2.09 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (8 LAYERS)\nSupply and installation of ITF certified 8 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer , second layer of acrylic Resurfacer, third, fourth & Fifth layer of Cushion, Sixth & Seventh layer of Precoat and Eighth layer of Topcoat. On top of these 8 layers, the line marking should be done with Overline paint. | BI01010001010000000000000515BI0100001181 | 281.88 | Sqm |
| 72 | 2.1 | Sports Accessories\nSupply and Fixing of REMOVEABLE Badminton POLES of Size - 3.5 FT \nPIPE SIZE - 80 * 80 MM \npipe Shape - SQUARE \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz \nIncluding all civil works for erection,acessories,freight,shifting etc. | BI01010001010000000000000515BI0100001182 | 2 | Pair |
| 73 | 2.11 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST.\nFor Badminton Court- 150 mm thick | BI01010001010000000000000515BI0100001183 | 71.55 | Cum |
| 74 | 2.12 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001184 | 477 | Sqm |
| 75 | 2.13 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Kabaddi Court- 100 mm thick | BI01010001010000000000000515BI0100001185 | 47.7 | Cum |
| 76 | 2.14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Kabaddi Court | BI01010001010000000000000515BI0100001186 | 477 | Sqm |
| 77 | 2.15 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Kabaddi Court- 30 mm thick | BI01010001010000000000000515BI0100001187 | 14.31 | Cum |
| 78 | 2.16 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Kabaddi Court- 20 mm thick | BI01010001010000000000000515BI0100001188 | 9.54 | Cum |
| 79 | 2.17 | Sports Surfaces\nSUPPLING AND LAYING OF ARTIFICIAL TURF FOR VOLLEYBALL COURTS\nSupply & Installation of High Density Artificial Turf 15mm (non-infill) \nGauge 3/8inch, Stitch Rate 18-10cm, Dtex 10000, Colour - Mango Green & Mango Lime (bi-colour) | BI01010001010000000000000515BI0100001189 | 150 | Sqm |
| 80 | 2.18 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the\nperiphery of the area cleared.\nFor Basket ball Field | BI01010001010000000000000515BI0100001190 | 608 | Sqm |
| 81 | 2.19 | Surface dressing of the ground including removing vegetation and in-equalities\nnot exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up\nto 1.5 m. All kinds of soil\nFor Basket ball Field | BI01010001010000000000000515BI0100001191 | 608 | Sqm |
| 82 | 2.2 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Basket Ball Court- 150 mm thick | BI01010001010000000000000515BI0100001192 | 91.2 | Cum |
| 83 | 2.21 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001193 | 608 | Sqm |
| 84 | 2.22 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Basket Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001194 | 60.8 | Cum |
| 85 | 2.23 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Basket Ball Court | BI01010001010000000000000515BI0100001195 | 608 | Sqm |
| 86 | 2.24 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Basket Ball Court - 30 mm | BI01010001010000000000000515BI0100001196 | 18.24 | Cum |
| 87 | 2.25 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Basket Ball Court - 20 mm | BI01010001010000000000000515BI0100001197 | 12.16 | Cum |
| 88 | 2.26 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001198 | 102 | Rmt |
| 89 | 2.27 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001199 | 102 | Rmt |
| 90 | 2.28 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (5 LAYERS)\nSupply and installation of ITF certified 5 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer, second layer of acrylic Resurfacer, third and fourth layer of Precoat and Fifth layer of Topcoat. On top of these 5 layers, the line marking should be done. | BI01010001010000000000000515BI0100001200 | 608 | Sqm |
| 91 | 2.29 | Sports Accessories\nSupply and installation of FIXED BASKETBALL POST of Size - 10ft \nPROJECTION - 3.20 METER\nPIPE SIZE - 8" \npipe Shape - round \npipe Thickness - 4.5.- 4.8 mm\nGauge of Steel - 6 to 4 gz\nepoxy white Paint (including all civil work for grouting in ground,all acessories,freight,unloading,base plate if required and shifting) | BI01010001010000000000000515BI0100001201 | 1 | Pair |
| 92 | 2.3 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001202 | 408 | Sqm |
| 93 | 2.31 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the\nperiphery of the area cleared.\nFor Volley ball Field | BI01010001010000000000000515BI0100001203 | 646 | Sqm |
| 94 | 2.32 | Surface dressing of the ground including removing vegetation and in-equalities\nnot exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up\nto 1.5 m. All kinds of soil\nFor Volley ball Field | BI01010001010000000000000515BI0100001204 | 646 | Sqm |
| 95 | 2.33 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Volley Ball Court - 150 mm thick | BI01010001010000000000000515BI0100001205 | 96.9 | Cum |
| 96 | 2.34 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001206 | 646 | Sqm |
| 97 | 2.35 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Volley Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001207 | 64.6 | Cum |
| 98 | 2.36 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Volley Ball Court | BI01010001010000000000000515BI0100001208 | 646 | Sqm |
| 99 | 2.37 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Volley Ball Court - 30 mm | BI01010001010000000000000515BI0100001209 | 19.38 | Cum |
| 100 | 2.38 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Volley Ball Court - 20 mm | BI01010001010000000000000515BI0100001210 | 12.92 | Cum |
| 101 | 2.39 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001211 | 106 | Rmt |
| 102 | 2.4 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001212 | 106 | Rmt |
| 103 | 2.41 | Sports Surfaces\nSUPPLING AND LAYING OF ARTIFICIAL TURF FOR VOLLEYBALL COURTS\nSupply & Installation of High Density Artificial Turf. | BI01010001010000000000000515BI0100001213 | 646 | Sqm |
| 104 | 2.42 | Sports Accessories\nSupply and Fixing of FIXED VOLLEYBALL POST of Size - 8.2 FT \nPIPE SIZE - 3" & 4" \npipe Shape - ROUND \npipe Thickness - 2.5- 3.2mm\nGuage of Steel - 10 to 8 gz | BI01010001010000000000000515BI0100001214 | 1 | Pair |
| 105 | 2.43 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001215 | 424 | Sqm |
| 106 | 2.44 | Clearing grass and removal of the rubbish up to a distance of 50 m outside the\nperiphery of the area cleared.\nFor Hockey Field | BI01010001010000000000000515BI0100001216 | 5782 | Sqm |
| 107 | 2.45 | Surface dressing of the ground including removing vegetation and in-equalities\nnot exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up\nto 1.5 m. All kinds of soil\nFor Hockey Field | BI01010001010000000000000515BI0100001217 | 5782 | Sqm |
| 108 | 2.46 | Supply and Fixing of Moveable Hockey Goal Post of Size- 12 ft * 7 ft \npipe Shape - rectangle \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz\nEpoxy white Paint fiber boards | BI01010001010000000000000515BI0100001218 | 1 | Pair |
| 109 | 2.47 | Supply and Fixing of Corner flags;\nCorner flags shall be mounted on flexible (22mm diameter) posts and be fitted into ground sockets. | BI01010001010000000000000515BI0100001219 | 4 | nos |
| 110 | 2.48 | Earth Work in surface Excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on planincluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All Kinds of soil (DSR item No.2.1.1 modified for Prayagraj) | BI01010001010000000000000515BI0100001220 | 230 | Sqm |
| 111 | 2.49 | Providing and Laying 500x500x40 mm thick Turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (DSR item No.11.45) | BI01010001010000000000000515BI0100001221 | 230 | Sqm |
| 112 | 2.5 | Supply and fixing of Double Seater Swing\nSafe Area is 12'X10' | BI01010001010000000000000515BI0100001222 | 2 | nos |
| 113 | 2.51 | Supply and fixing of Double Seater See saw\nSafe Area is 10'X6' | BI01010001010000000000000515BI0100001223 | 2 | nos |
| 114 | 2.52 | Supply and fixing of FRP Slides\nSafe Area is 18'X4' | BI01010001010000000000000515BI0100001224 | 2 | nos |
| 115 | 2.53 | Supply and fixing of Merry go round 5 feet dia. \nSafe Area 8' X 8' | BI01010001010000000000000515BI0100001225 | 2 | nos |
| 116 | 2.54 | Boundary wall - 12mm thick cement plaster with cemet, White lime & fine sand in proportion of 1:1:6 complete, Excluding GST.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001226 | 2533.5 | Sqm |
| 117 | 2.55 | Finishing walls with one coat of Water proof cement paint of approved quality on previously old treated surface with this paint to given an even shade including supply of all materials, labour and tools & Plants etc. required for proper completion of the work.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001227 | 2533.5 | Sqm |
| 118 | 2.56 | Wall painting (one coat) with plastic emulsion paint of approved brand & Manufacture on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001228 | 2533.5 | Sqm |
| 119 | 2.57 | Filling available excavated earth (excluding rock) in trenches, plinth,sides of foundations etc. in layers not exceeding 20cm in depth,consolidating each deposited layer by ramming and watering, lead up to 50 m and lift up to 1.5 m.\nAt Proposed Basket ball and Volley ball Court area | BI01010001010000000000000515BI0100001229 | 900 | Cum |
| 120 | 2.58 | Surface dressing of the ground including removing vegetation and in-equalities\nnot exceeding 15 cm deep and disposal of rubbish, lead up to 50 m and lift up\nto 1.5 m. All kinds of soil\nFor Cycle Parking | BI01010001010000000000000515BI0100001230 | 240 | Sqm |
| 121 | 2.59 | Cement Concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 4:2:1 including supply of all materials, labour,tools & Plant etc required for proper completion of the work, Excluding GST.\nFor Cycle Parking | BI01010001010000000000000515BI0100001231 | 24 | Cum |
| 122 | 2.6 | Earth work in cutting in embankment in ordinary soil excavation to be in the form of regular pits not exceeding 0.50 M in depth and earth work in embankment to be in 20cm layers including ramming & dressing the surface to required level & slopes and also including 1.50M lift and 30 M lead the earth from cutting to be used in making embankment or to be deposited as spoil bank within 30 Mtr. distance as directed by E/I.(Excluding Royalty & GST)\nWalking Track/Pathway | BI01010001010000000000000515BI0100001232 | 280.8 | Cum |
| 123 | 2.61 | Construction of Granular sub-base by providing close graded material of Grade-1, spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at OMC, and compacting with vibratory roller to achieve the desired density, complete as per clause 401 \nWalking Track/Pathway | BI01010001010000000000000515BI0100001233 | 144 | Cum |
| 124 | 2.62 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nWalking Track/Pathway | BI01010001010000000000000515BI0100001234 | 72 | Cum |
| 125 | 2.63 | Supply and fixing of 60mm thick rectangular shaped Mechanically compressed interlocking cement concrete paver blocks manufactured by high pressure & controlled vibration machine having plan and dimension 200 x (160+120mm) with minimum 5mm thick lopping of DP cement mixed with 25% marble powder. The compressive strength of concrete paver shall not be less than 30Mpa, including cost of all materials, labour,T&P etc required for proper completion of work as directed by engineer in charge including base of 50mm thick local sand.\nWalking Track/Pathway | BI01010001010000000000000515BI0100001235 | 480 | Sqm |
| 126 | 2.64 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor RWH Pit | BI01010001010000000000000515BI0100001236 | 112.26 | Cum |
| 127 | 2.65 | 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, upto 90 metre depth below ground level.\n200 mm Dia | BI01010001010000000000000515BI0100001237 | 20 | Rmt |
| 128 | 2.66 | Boulders 5-20 cm | BI01010001010000000000000515BI0100001238 | 15 | Cum |
| 129 | 2.67 | Gravel 5-10 cm | BI01010001010000000000000515BI0100001239 | 15 | Cum |
| 130 | 2.68 | Course sand 1.5-20mm | BI01010001010000000000000515BI0100001240 | 15 | Cum |
| 131 | 2.69 | 200 mm | BI01010001010000000000000515BI0100001241 | 0.63 | Cum |
| 132 | 2.7 | Class -150brickworkin1:6cementandcoarsesandmortarinfoundationandplinthincludingsupplyofallmaterials,labour,T&Petc.Requiredforpropercompletionofthework.Excluding GST\nFor RWH Pit | BI01010001010000000000000515BI0100001242 | 15.48 | Cum |
| 133 | 2.71 | R.C.C Work with cement approved coarse sand and 2 cm. Gauge approved stone grit in proportions of 1:11/2:3 in slabs excluding supply of reinforcement and its binding but including its fixing and binding the same with 24 B.W.G.G.I binding wire and including necessary centering and shuttering etc. and supply of all materials, labour, T&P etc required for proper completion of the work including cost of the binding wire. The rate excludes making of dip course which shall be paid extra excluding GST\nFor Cover slab 100 mm Thickness | BI01010001010000000000000515BI0100001243 | 3.62 | Cum |
| 134 | 2.72 | M.S. (tor steel or plain ) in plain work such as RCC or RB work including bending for proper shape and including supply of steel & its wastage bend, hooks and authorised overlapping shall be measured and including cost of binding wire. Excluding GST (SoR-2018-504)\nFor Cover slab 100 mm Thickness | BI01010001010000000000000515BI0100001244 | 180.96 | Kg |
| 135 | 2.73 | 12mm thick cement plaster with 1:4 cement and approved coarse sand mortar over brick work minimum thickness not to be less than 1cm including supply of all materials ,labour, tools and plants etc., required for proper completion of work as per the direction of engineer in charge.Excluding GST.\nFor RWH Pit inside & Out side. | BI01010001010000000000000515BI0100001245 | 134.6 | Sqm |
| 136 | 2.74 | Disposal of surplus earth and dismantled brick/CC/RCC at a distance of 10 Km. from site including loading and unloading complete in all respect.\nFor RWH Pit | BI01010001010000000000000515BI0100001246 | 78.45 | Cum |
| 137 | 2.75 | Providing and fixing 110mm dia PVC pipes, for weep holes o drain including cost of all labour and materials complete as per direction of Engineer in Charge. (DAR18.9.10)\nFor RWH Pit | BI01010001010000000000000515BI0100001247 | 20 | Rmt |
| 138 | 2.76 | Lowering, laying, jointing and testing to hydralic test pressure including cost of water with minimum water lead of 500m for UPVC pressure pipes in ready made trenches true to alignment and gradient including all sundries but excluding cost & conveyance of pipes from source of supply and jointing materials as per BIS No. 7634 - Part III - 1975\nFor RWH Pit | BI01010001010000000000000515BI0100001248 | 20 | Rmt |
| 139 | 2.77 | Clearing jungle including of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cm. Measred at a height of 1.00 mtr. Above groun level & removal of rubbish upto a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST\nFor Site Area | BI01010001010000000000000515BI0100001249 | 11672 | Sqm |
| 140 | 3 | Model Primary School Allenganj in ABD Area Prayagraj Smart City. | |||
| 141 | 3.01 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Badminton Court- 150 mm thick | BI01010001010000000000000515BI0100001250 | 21.14 | Cum |
| 142 | 3.02 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001251 | 140.94 | Sqm |
| 143 | 3.03 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001252 | 14.09 | Cum |
| 144 | 3.04 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Badminton Court | BI01010001010000000000000515BI0100001253 | 140.94 | Sqm |
| 145 | 3.05 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Badminton Court- 30 mm thick | BI01010001010000000000000515BI0100001254 | 4.23 | Cum |
| 146 | 3.06 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Badminton Court- 20 mm thick | BI01010001010000000000000515BI0100001255 | 2.82 | Cum |
| 147 | 3.07 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001256 | 51 | Rmt |
| 148 | 3.08 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001257 | 51 | Rmt |
| 149 | 3.09 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (8 LAYERS)\nSupply and installation of ITF certified 8 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer , second layer of acrylic Resurfacer, third, fourth & Fifth layer of Cushion, Sixth & Seventh layer of Precoat and Eighth layer of Topcoat. On top of these 8 layers, the line marking should be done with Overline paint. | BI01010001010000000000000515BI0100001258 | 140.94 | Sqm |
| 150 | 3.1 | Sports Accessories\nSupply and Fixing of REMOVEABLE Badminton POLES of Size - 3.5 FT \nPIPE SIZE - 80 * 80 MM \npipe Shape - SQUARE \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz \nIncluding all civil works for erection,acessories,freight,shifting etc. | BI01010001010000000000000515BI0100001259 | 1 | Pair |
| 151 | 3.11 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Kabaddi Court- 150 mm thick | BI01010001010000000000000515BI0100001260 | 143.1 | Cum |
| 152 | 3.12 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001261 | 954 | Sqm |
| 153 | 3.13 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Kabaddi Court- 100 mm thick | BI01010001010000000000000515BI0100001262 | 95.4 | Cum |
| 154 | 3.14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Kabaddi Court | BI01010001010000000000000515BI0100001263 | 954 | Sqm |
| 155 | 3.15 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Kabaddi Court- 30 mm thick | BI01010001010000000000000515BI0100001264 | 28.62 | Cum |
| 156 | 3.16 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Kabaddi Court- 20 mm thick | BI01010001010000000000000515BI0100001265 | 19.08 | Cum |
| 157 | 3.17 | Sports Surfaces\nSUPPLING AND LAYING OF ARTIFICIAL TURF FOR VOLLEYBALL COURTS\nSupply & Installation of High Density Artificial Turf 15mm (non-infill) \nGauge 3/8inch, Stitch Rate 18-10cm, Dtex 10000, Colour - Mango Green & Mango Lime (bi-colour) | BI01010001010000000000000515BI0100001266 | 954 | Sqm |
| 158 | 3.18 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Basket Ball Court- 150 mm thick | BI01010001010000000000000515BI0100001267 | 19.5 | Cum |
| 159 | 3.19 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001268 | 130 | Sqm |
| 160 | 3.2 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Basket Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001269 | 13 | Cum |
| 161 | 3.21 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Basket Ball Court | BI01010001010000000000000515BI0100001270 | 130 | Sqm |
| 162 | 3.22 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Basket Ball Court - 30 mm | BI01010001010000000000000515BI0100001271 | 3.9 | Cum |
| 163 | 3.23 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Basket Ball Court - 20 mm | BI01010001010000000000000515BI0100001272 | 2.6 | Cum |
| 164 | 3.24 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001273 | 47.54 | Rmt |
| 165 | 3.25 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001274 | 47.54 | Rmt |
| 166 | 3.26 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (5 LAYERS)\nSupply and installation of ITF certified 5 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer, second layer of acrylic Resurfacer, third and fourth layer of Precoat and Fifth layer of Topcoat. On top of these 5 layers, the line marking should be done. | BI01010001010000000000000515BI0100001275 | 130 | Sqm |
| 167 | 3.27 | Sports Accessories\nSupply and installation of FIXED BASKETBALL POST of Size - 10ft \nPROJECTION - 3.20 METER\nPIPE SIZE - 8" \npipe Shape - round \npipe Thickness - 4.5.- 4.8 mm\nGauge of Steel - 6 to 4 gz\nepoxy white Paint (including all civil work for grouting in ground,all acessories,freight,unloading,base plate if required and shifting) | BI01010001010000000000000515BI0100001276 | 0.5 | Pair |
| 168 | 3.28 | Earth Work in surface Excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on planincluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All Kinds of soil (DSR item No.2.1.1 modified for Prayagraj) | BI01010001010000000000000515BI0100001277 | 410 | Sqm |
| 169 | 3.29 | Providing and Laying 500x500x40 mm thick Turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (DSR item No.11.45) | BI01010001010000000000000515BI0100001278 | 410 | Sqm |
| 170 | 3.3 | Supply and fixing of Double Seater Swing\nSafe Area is 12'X10' | BI01010001010000000000000515BI0100001279 | 1 | nos |
| 171 | 3.31 | Supply and fixing of Double Seater See saw\nSafe Area is 10'X6' | BI01010001010000000000000515BI0100001280 | 2 | nos |
| 172 | 3.32 | Supply and fixing of FRP Slides\nSafe Area is 18'X4' | BI01010001010000000000000515BI0100001281 | 2 | nos |
| 173 | 3.33 | Supply and fixing of Merry go round 5 feet dia. \nSafe Area 8' X 8' | BI01010001010000000000000515BI0100001282 | 2 | nos |
| 174 | 3.34 | Boundary wall-12mm thick cement plaster with cemet, White lime & fine sand in proportion of 1:1:6 complete, Excluding GST.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001283 | 1353.6 | Sqm |
| 175 | 3.35 | Finishing walls with one coat of Water proof cement paint of approved quality on previously old treated surface with this paint to given an even shade including supply of all materials, labour and tools & Plants etc. required for proper completion of the work.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001284 | 1353.6 | Sqm |
| 176 | 3.36 | Wall painting (one coat) with plastic emulsion paint of approved brand & Manufacture on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001285 | 1353.6 | Sqm |
| 177 | 3.37 | Clearing jungle including of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cm. Measred at a height of 1.00 mtr. Above groun level & removal of rubbish upto a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST\nFor Site Area | BI01010001010000000000000515BI0100001286 | 4145 | Sqm |
| 178 | 4 | C.A.V Inter College, M.G Road, Civil Lines | |||
| 179 | 4.01 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Badminton Court- 150 mm thick | BI01010001010000000000000515BI0100001287 | 42.28 | Cum |
| 180 | 4.02 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001288 | 281.88 | Sqm |
| 181 | 4.03 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001289 | 28.19 | Cum |
| 182 | 4.04 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Badminton Court | BI01010001010000000000000515BI0100001290 | 281.88 | Sqm |
| 183 | 4.05 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Badminton Court- 30 mm thick | BI01010001010000000000000515BI0100001291 | 8.46 | Cum |
| 184 | 4.06 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Badminton Court- 20 mm thick | BI01010001010000000000000515BI0100001292 | 5.64 | Cum |
| 185 | 4.07 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001293 | 102 | Rmt |
| 186 | 4.08 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001294 | 102 | Rmt |
| 187 | 4.09 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (8 LAYERS)\nSupply and installation of ITF certified 8 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer , second layer of acrylic Resurfacer, third, fourth & Fifth layer of Cushion, Sixth & Seventh layer of Precoat and Eighth layer of Topcoat. On top of these 8 layers, the line marking should be done with Overline paint. | BI01010001010000000000000515BI0100001295 | 281.88 | Sqm |
| 188 | 4.1 | Sports Accessories\nSupply and Fixing of REMOVEABLE Badminton POLES of Size - 3.5 FT \nPIPE SIZE - 80 * 80 MM \npipe Shape - SQUARE \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz \nIncluding all civil works for erection,acessories,freight,shifting etc. | BI01010001010000000000000515BI0100001296 | 2 | Pair |
| 189 | 4.11 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Basket Ball Court- 150 mm thick | BI01010001010000000000000515BI0100001297 | 91.2 | Cum |
| 190 | 4.12 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001298 | 608 | Sqm |
| 191 | 4.13 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Basket Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001299 | 60.8 | Cum |
| 192 | 4.14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Basket Ball Court | BI01010001010000000000000515BI0100001300 | 608 | Sqm |
| 193 | 4.15 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Basket Ball Court - 30 mm | BI01010001010000000000000515BI0100001301 | 18.24 | Cum |
| 194 | 4.16 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Basket Ball Court - 20 mm | BI01010001010000000000000515BI0100001302 | 12.16 | Cum |
| 195 | 4.17 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001303 | 102 | Rmt |
| 196 | 4.18 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle, design as approved by our inhouse designer | BI01010001010000000000000515BI0100001304 | 102 | Rmt |
| 197 | 4.19 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (5 LAYERS)\nSupply and installation of ITF certified 5 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer, second layer of acrylic Resurfacer, third and fourth layer of Precoat and Fifth layer of Topcoat. On top of these 5 layers, the line marking should be done. | BI01010001010000000000000515BI0100001305 | 608 | Sqm |
| 198 | 4.2 | Sports Accessories\nSupply and installation of FIXED BASKETBALL POST of Size - 10ft \nPROJECTION - 3.20 METER\nPIPE SIZE - 8" \npipe Shape - round \npipe Thickness - 4.5.- 4.8 mm\nGauge of Steel - 6 to 4 gz\nepoxy white Paint (including all civil work for grouting in ground,all acessories,freight,unloading,base plate if required and shifting) | BI01010001010000000000000515BI0100001306 | 1 | Pair |
| 199 | 4.21 | Providing of 50mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n50 mm G.I Vertical Pipes for Cricket Net Practice | BI01010001010000000000000515BI0100001307 | 225 | Rmt |
| 200 | 4.22 | Fixing of 50mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n50 mm G.I Vertical Pipes for Cricket Net Practice | BI01010001010000000000000515BI0100001308 | 225 | Rmt |
| 201 | 4.23 | Providing of 40mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n40 mm G.I Horizontal Pipes for Cricket Net Practice | BI01010001010000000000000515BI0100001309 | 54.9 | Rmt |
| 202 | 4.24 | Fixing of 40mm G.I Pipe B Class Jindal/J.T.C make with G.I fittings ISI marked and clamps including making goodwalls ceiling and floor including supply of all materials, labour, T&P etc., required for proper completion of the work including supply of materials, labour, T&P etc., and other as directed by engineer-in-charge.\n40 mm G.I Horizontal Pipes for Cricket Net Practice | BI01010001010000000000000515BI0100001310 | 54.9 | Rmt |
| 203 | 4.25 | Supply & fixing of Standard Cricket Practice knotted nets made from synthetic polymer (Polyethelene) having colour black/ green with mesh size 50mm x 50mm, 2.5mm Thick. Net should be UV stabilized and rot proof. Net will be fixed to GI poles with suitable clips and accessories etc complete as per directions of the Engineer-in-charge. Rate includes cost of net of standard size, required accessories, conveyance charges, labour charges for fixing, over heads & contractor's profit etc., complete.\nFor Sides of Cricket Net Practice \nFor Top Cricket Net Practice \nFor Back side Cricket Net Practice | BI01010001010000000000000515BI0100001311 | 1342.22 | Sqm |
| 204 | 4.26 | Boundary wall -12mm thick cement plaster with cemet, White lime & fine sand in proportion of 1:1:6 complete, Excluding GST.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001312 | 2686.05 | Sqm |
| 205 | 4.27 | Finishing walls with one coat of Water proof cement paint of approved quality on previously old treated surface with this paint to given an even shade including supply of all materials, labour and tools & Plants etc. required for proper completion of the work.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001313 | 2686.05 | Sqm |
| 206 | 4.28 | Wall painting (one coat) with plastic emulsion paint of approved brand & Manufacture on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth.\nFor wall sides\nFor wall Top\n | BI01010001010000000000000515BI0100001314 | 2686.05 | Sqm |
| 207 | 4.29 | Clearing jungle including of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cm. Measred at a height of 1.00 mtr. Above groun level & removal of rubbish upto a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST\nFor Site Area | BI01010001010000000000000515BI0100001315 | 13468 | Sqm |
| 208 | 5 | K.P Girls Inter College, Kamla Nehru Road, Civil Lines in ABD Area Prayagraj Smart City. | |||
| 209 | 5.01 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Badminton Court- 150 mm thick | BI01010001010000000000000515BI0100001316 | 42.28 | Cum |
| 210 | 5.02 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001317 | 281.88 | Sqm |
| 211 | 5.03 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001318 | 28.19 | Cum |
| 212 | 5.04 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Badminton Court | BI01010001010000000000000515BI0100001319 | 281.88 | Sqm |
| 213 | 5.05 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Badminton Court- 30 mm thick | BI01010001010000000000000515BI0100001320 | 8.46 | Cum |
| 214 | 5.06 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Badminton Court- 20 mm thick | BI01010001010000000000000515BI0100001321 | 5.64 | Cum |
| 215 | 5.07 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001322 | 102 | Rmt |
| 216 | 5.08 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001323 | 102 | Rmt |
| 217 | 5.09 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (8 LAYERS)\nSupply and installation of ITF certified 8 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer , second layer of acrylic Resurfacer, third, fourth & Fifth layer of Cushion, Sixth & Seventh layer of Precoat and Eighth layer of Topcoat. On top of these 8 layers, the line marking should be done with Overline paint. | BI01010001010000000000000515BI0100001324 | 281.88 | Sqm |
| 218 | 5.1 | Sports Accessories\nSupply and Fixing of REMOVEABLE Badminton POLES of Size - 3.5 FT \nPIPE SIZE - 80 * 80 MM \npipe Shape - SQUARE \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz \nIncluding all civil works for erection,acessories,freight,shifting etc. | BI01010001010000000000000515BI0100001325 | 2 | Pair |
| 219 | 5.11 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Basket Ball Court- 150 mm thick | BI01010001010000000000000515BI0100001326 | 19.5 | Cum |
| 220 | 5.12 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001327 | 130 | Sqm |
| 221 | 5.13 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Basket Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001328 | 13 | Cum |
| 222 | 5.14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Basket Ball Court | BI01010001010000000000000515BI0100001329 | 130 | Sqm |
| 223 | 5.15 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Basket Ball Court - 30 mm | BI01010001010000000000000515BI0100001330 | 3.9 | Cum |
| 224 | 5.16 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Basket Ball Court - 20 mm | BI01010001010000000000000515BI0100001331 | 2.6 | Cum |
| 225 | 5.17 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001332 | 47.54 | Rmt |
| 226 | 5.18 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001333 | 47.54 | Rmt |
| 227 | 5.19 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (5 LAYERS)\nSupply and installation of ITF certified 5 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer, second layer of acrylic Resurfacer, third and fourth layer of Precoat and Fifth layer of Topcoat. On top of these 5 layers, the line marking should be done. | BI01010001010000000000000515BI0100001334 | 130 | Sqm |
| 228 | 5.2 | Sports Accessories\nSupply and installation of FIXED BASKETBALL POST of Size - 10ft \nPROJECTION - 3.20 METER\nPIPE SIZE - 8" \npipe Shape - round \npipe Thickness - 4.5.- 4.8 mm\nGauge of Steel - 6 to 4 gz\nepoxy white Paint (including all civil work for grouting in ground,all acessories,freight,unloading,base plate if required and shifting) | BI01010001010000000000000515BI0100001335 | 0.5 | Pair |
| 229 | 5.21 | Earth Work in surface Excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on planincluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All Kinds of soil (DSR item No.2.1.1 modified for Prayagraj) | BI01010001010000000000000515BI0100001336 | 565 | Sqm |
| 230 | 5.22 | Providing and Laying 500x500x40 mm thick Turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (DSR item No.11.45) | BI01010001010000000000000515BI0100001337 | 565 | Sqm |
| 231 | 5.23 | Supply and fixing of Double Seater Swing\nSafe Area is 12'X10' | BI01010001010000000000000515BI0100001338 | 2 | nos |
| 232 | 5.24 | Supply and fixing of Double Seater See saw\nSafe Area is 10'X6' | BI01010001010000000000000515BI0100001339 | 2 | nos |
| 233 | 5.25 | Supply and fixing of FRP Slides\nSafe Area is 18'X4' | BI01010001010000000000000515BI0100001340 | 2 | nos |
| 234 | 5.26 | Supply and fixing of Merry go round 5 feet dia. \nSafe Area 8' X 8' | BI01010001010000000000000515BI0100001341 | 2 | nos |
| 235 | 5.27 | Boundary wall-12mm thick cement plaster with cemet, White lime & fine sand in proportion of 1:1:6 complete, Excluding GST.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001342 | 1142.1 | Sqm |
| 236 | 5.28 | Finishing walls with one coat of Water proof cement paint of approved quality on previously old treated surface with this paint to given an even shade including supply of all materials, labour and tools & Plants etc. required for proper completion of the work.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001343 | 1142.1 | Sqm |
| 237 | 5.29 | Wall painting (one coat) with plastic emulsion paint of approved brand & Manufacture on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth | BI01010001010000000000000515BI0100001344 | 1142.1 | Sqm |
| 238 | 5.3 | Clearing jungle including of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cm. Measred at a height of 1.00 mtr. Above groun level & removal of rubbish upto a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST\nFor Site Area | BI01010001010000000000000515BI0100001345 | 2013 | Sqm |
| 239 | 6 | Mary Wana Maker Girls Inter College, Mission Road in ABD Area Prayagraj Smart City. | |||
| 240 | 6.01 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Badminton Court- 150 mm thick | BI01010001010000000000000515BI0100001346 | 42.28 | Cum |
| 241 | 6.02 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001347 | 281.88 | Sqm |
| 242 | 6.03 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001348 | 28.19 | Cum |
| 243 | 6.04 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Badminton Court | BI01010001010000000000000515BI0100001349 | 281.88 | Sqm |
| 244 | 6.05 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Badminton Court- 30 mm thick | BI01010001010000000000000515BI0100001350 | 8.46 | Cum |
| 245 | 6.06 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Badminton Court- 20 mm thick | BI01010001010000000000000515BI0100001351 | 5.64 | Cum |
| 246 | 6.07 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001352 | 102 | Rmt |
| 247 | 6.08 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001353 | 102 | Rmt |
| 248 | 6.09 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (8 LAYERS)\nSupply and installation of ITF certified 8 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer , second layer of acrylic Resurfacer, third, fourth & Fifth layer of Cushion, Sixth & Seventh layer of Precoat and Eighth layer of Topcoat. On top of these 8 layers, the line marking should be done with Overline paint. | BI01010001010000000000000515BI0100001354 | 281.88 | Sqm |
| 249 | 6.1 | Sports Accessories\nSupply and Fixing of REMOVEABLE Badminton POLES of Size - 3.5 FT \nPIPE SIZE - 80 * 80 MM \npipe Shape - SQUARE \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz \nIncluding all civil works for erection,acessories,freight,shifting etc. | BI01010001010000000000000515BI0100001355 | 2 | Pair |
| 250 | 6.11 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Basket Ball Court- 150 mm thick | BI01010001010000000000000515BI0100001356 | 91.2 | Cum |
| 251 | 6.12 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001357 | 608 | Sqm |
| 252 | 6.13 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Basket Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001358 | 60.8 | Cum |
| 253 | 6.14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Basket Ball Court | BI01010001010000000000000515BI0100001359 | 608 | Sqm |
| 254 | 6.15 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Basket Ball Court - 30 mm | BI01010001010000000000000515BI0100001360 | 18.24 | Cum |
| 255 | 6.16 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Basket Ball Court - 20 mm | BI01010001010000000000000515BI0100001361 | 12.16 | Cum |
| 256 | 6.17 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001362 | 102 | Rmt |
| 257 | 6.18 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001363 | 102 | Rmt |
| 258 | 6.19 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (5 LAYERS)\nSupply and installation of ITF certified 5 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer, second layer of acrylic Resurfacer, third and fourth layer of Precoat and Fifth layer of Topcoat. On top of these 5 layers, the line marking should be done. | BI01010001010000000000000515BI0100001364 | 608 | Sqm |
| 259 | 6.2 | Sports Accessories\nSupply and installation of FIXED BASKETBALL POST of Size - 10ft \nPROJECTION - 3.20 METER\nPIPE SIZE - 8" \npipe Shape - round \npipe Thickness - 4.5.- 4.8 mm\nGauge of Steel - 6 to 4 gz\nepoxy white Paint (including all civil work for grouting in ground,all acessories,freight,unloading,base plate if required and shifting) | BI01010001010000000000000515BI0100001365 | 1 | Pair |
| 260 | 6.21 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Volley Ball Court - 150 mm thick | BI01010001010000000000000515BI0100001366 | 96.9 | Cum |
| 261 | 6.22 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001367 | 646 | Sqm |
| 262 | 6.23 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Volley Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001368 | 64.6 | Cum |
| 263 | 6.24 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Volley Ball Court | BI01010001010000000000000515BI0100001369 | 646 | Sqm |
| 264 | 6.25 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Volley Ball Court - 30 mm | BI01010001010000000000000515BI0100001370 | 19.38 | Cum |
| 265 | 6.26 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Volley Ball Court - 20 mm | BI01010001010000000000000515BI0100001371 | 12.92 | Cum |
| 266 | 6.27 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001372 | 106 | Rmt |
| 267 | 6.28 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001373 | 106 | Rmt |
| 268 | 6.29 | Sports Surfaces\nSUPPLING AND LAYING OF ARTIFICIAL TURF FOR VOLLEYBALL COURTS\nSupply & Installation of High Density Artificial Turf. | BI01010001010000000000000515BI0100001374 | 646 | Sqm |
| 269 | 6.3 | Sports Accessories\nSupply and Fixing of FIXED VOLLEYBALL POST of Size - 8.2 FT \nPIPE SIZE - 3" & 4" \npipe Shape - ROUND \npipe Thickness - 2.5- 3.2mm\nGuage of Steel - 10 to 8 gz | BI01010001010000000000000515BI0100001375 | 1 | Pair |
| 270 | 6.31 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 25x25 mm made of G.I. wire of dia 3 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. | BI01010001010000000000000515BI0100001376 | 424 | Sqm |
| 271 | 6.32 | Earth Work in surface Excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on planincluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All Kinds of soil (DSR item No.2.1.1 modified for Prayagraj) | BI01010001010000000000000515BI0100001377 | 597 | Sqm |
| 272 | 6.33 | Providing and Laying 500x500x40 mm thick Turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (DSR item No.11.45) | BI01010001010000000000000515BI0100001378 | 597 | Sqm |
| 273 | 6.34 | Supply and fixing of Double Seater Swing\nSafe Area is 12'X10' | BI01010001010000000000000515BI0100001379 | 2 | nos |
| 274 | 6.35 | Supply and fixing of Double Seater See saw\nSafe Area is 10'X6' | BI01010001010000000000000515BI0100001380 | 2 | nos |
| 275 | 6.36 | Supply and fixing of FRP Slides\nSafe Area is 18'X4' | BI01010001010000000000000515BI0100001381 | 2 | nos |
| 276 | 6.37 | Supply and fixing of Merry go round 5 feet dia. \nSafe Area 8' X 8' | BI01010001010000000000000515BI0100001382 | 2 | nos |
| 277 | 6.38 | 12mm thick cement plaster with cemet, White lime & fine sand in proportion of 1:1:6 complete, Excluding GST.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001383 | 1015.2 | Sqm |
| 278 | 6.39 | Finishing walls with one coat of Water proof cement paint of approved quality on previously old treated surface with this paint to given an even shade including supply of all materials, labour and tools & Plants etc. required for proper completion of the work.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001384 | 1015.2 | Sqm |
| 279 | 6.4 | Wall painting (one coat) with plastic emulsion paint of approved brand & Manufacture on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth.\nFor wall sides\nFor wall Top\n | BI01010001010000000000000515BI0100001385 | 1015.2 | Sqm |
| 280 | 6.41 | Clearing jungle including of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cm. Measred at a height of 1.00 mtr. Above groun level & removal of rubbish upto a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST\nFor Site Area | BI01010001010000000000000515BI0100001386 | 4137 | Sqm |
| 281 | 7 | Hindu Mahila Inter College in ABD Area Prayagraj Smart City. | |||
| 282 | 7.01 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Badminton Court- 150 mm thick | BI01010001010000000000000515BI0100001387 | 21.141 | Cum |
| 283 | 7.02 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001388 | 140.94 | Sqm |
| 284 | 7.03 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001389 | 14.094 | Cum |
| 285 | 7.04 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Badminton Court | BI01010001010000000000000515BI0100001390 | 140.94 | Sqm |
| 286 | 7.05 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Badminton Court- 30 mm thick | BI01010001010000000000000515BI0100001391 | 4.2282 | Cum |
| 287 | 7.06 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Badminton Court- 20 mm thick | BI01010001010000000000000515BI0100001392 | 2.8188 | Cum |
| 288 | 7.07 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001393 | 51 | Rmt |
| 289 | 7.08 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001394 | 51 | Rmt |
| 290 | 7.09 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (8 LAYERS)\nSupply and installation of ITF certified 8 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer , second layer of acrylic Resurfacer, third, fourth & Fifth layer of Cushion, Sixth & Seventh layer of Precoat and Eighth layer of Topcoat. On top of these 8 layers, the line marking should be done with Overline paint. | BI01010001010000000000000515BI0100001395 | 140.94 | Sqm |
| 291 | 7.1 | Sports Accessories\nSupply and Fixing of REMOVEABLE Badminton POLES of Size - 3.5 FT \nPIPE SIZE - 80 * 80 MM \npipe Shape - SQUARE \npipe Thickness - 2.5- 3.2mm\nGauge of Steel - 10 to 8 gz \nIncluding all civil works for erection,acessories,freight,shifting etc. | BI01010001010000000000000515BI0100001396 | 1 | Pair |
| 292 | 7.11 | Exacavation in ordinary soil(Loam caly or sand) including lift upto 1.5m and lead upto 30mtr. Including filling,watering and ramming of excavated earth into the trenches of into the space between the building and the sides of the structure and removal & disposal of surplus earth as directed by the Engineer incharge upto a distance of 30m from the structures.Excluding GST\nFor Basket Ball Court- 150 mm thick | BI01010001010000000000000515BI0100001397 | 91.2 | Cum |
| 293 | 7.12 | Providing and spreading of high quality weedicide over the prepared surface to avoid the growth of the weeds in the top surface. Gramoxone is a weedicide. It contains paraquat dichloride (24% SL) chemical. | BI01010001010000000000000515BI0100001398 | 608 | Sqm |
| 294 | 7.13 | Providing, laying, spreading and compacting graded stone aggregate to wet Mix Macadam specification including premixing the Material with water at OMC by Mix in palce method and carriage of mixed Material by tipper to site, laying in uniform layers with appropriate machinery as per the site conditions in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.\nFor Basket Ball Court- 100 mm thick | BI01010001010000000000000515BI0100001399 | 60.8 | Cum |
| 295 | 7.14 | Providing and applying tack coat with bitumen emulsion using emulsion pressure distributor at the rate of 0.70 kg per sqm on the prepared bituminous/granular surface cleaned with mechanical broom.\nFor Basket Ball Court | BI01010001010000000000000515BI0100001400 | 608 | Sqm |
| 296 | 7.15 | Providing and laying Dense Graded Bituminous Macadam with 100-120 TPH hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading premixed with bituminous binder @ 4.0 to 4.5 percent by weight of total mix and filler, transported to site, laid over a previously prepared surface with hydrostatic paver finisher with sensor control to required grade, level and alignment and rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per the MoRTH specification Clause No.507 complete in all respects.\nFor Basket Ball Court - 30 mm | BI01010001010000000000000515BI0100001401 | 18.24 | Cum |
| 297 | 7.16 | Providing and laying Bituminous Concrete with 100-120 TPH batch type hot mix plant producing an average output of 75 tonnes per hour using crushed aggregates of specified grading, premixed with bituminous binder @ 5.4 to 5.6 per cent of mix and filler, transporting the hot mix to work site, laying with a hydrostatic paver finisher with sensor control to the required grade, level and alignment, rolling with smooth wheeled, vibratory and tandem rollers to achieve the desired compaction as per MORTH specification clause No. 509 complete in all respects.\nFor Basket Ball Court - 20 mm | BI01010001010000000000000515BI0100001402 | 12.16 | Cum |
| 298 | 7.17 | Edge Wall - Providing and construction of Edge wall around the court to act as a barrier for infill and Asphalt material . Thickness of edge wall - 230mm. Height of Edge wall - 200-250mm ( as per site requirement). PCC of Concrete of nominal Mix ratio 1:3:5 up to a compacted thickness of 40mm will be done below the edge wall to give a firm base . | BI01010001010000000000000515BI0100001403 | 102 | Rmt |
| 299 | 7.18 | DRAINAGE - saucer drain of width 6 inches. The height of drain will be made to match the side of the court along the toe-wall. This drain will channelize water till one corner of the court. From their drainage connection to be provided by client. MS Grating drain cover made of with 3mm 'L' angle both sides & FLAT strip in middle. | BI01010001010000000000000515BI0100001404 | 102 | Rmt |
| 300 | 7.19 | Sports Surfaces\nSUPPLING AND LAYING OF SYNTHETIC ACRYLIC SPORTS FLOORING (5 LAYERS)\nSupply and installation of ITF certified 5 layers acrylic system. The flooring should be certified by International Tennis Federation (ITF) and should have application as first layer of primer, second layer of acrylic Resurfacer, third and fourth layer of Precoat and Fifth layer of Topcoat. On top of these 5 layers, the line marking should be done. | BI01010001010000000000000515BI0100001405 | 608 | Sqm |
| 301 | 7.2 | Sports Accessories\nSupply and installation of FIXED BASKETBALL POST of Size - 10ft \nPROJECTION - 3.20 METER\nPIPE SIZE - 8" \npipe Shape - round \npipe Thickness - 4.5.- 4.8 mm\nGauge of Steel - 6 to 4 gz\nepoxy white Paint (including all civil work for grouting in ground,all acessories,freight,unloading,base plate if required and shifting) | BI01010001010000000000000515BI0100001406 | 1 | Pair |
| 302 | 7.21 | Earth Work in surface Excavation not exceeding 30 cm in depth but exceeding 1.5 m in width as well as 10 sqm on planincluding getting out and disposal of excavated earth upto 50 m and lift upto 1.5 m, as directed by Engineer-in-Charge: All Kinds of soil (DSR item No.2.1.1 modified for Prayagraj) | BI01010001010000000000000515BI0100001407 | 510 | Sqm |
| 303 | 7.22 | Providing and Laying 500x500x40 mm thick Turf paver (Turf paver XD) on 150 mm thick sub grade of compacted bed of 20 mm thick nominal size stone aggregate and base course and filling with 150 mm thick jamuna sand, including spreading, well ramming, consolidating and finishing smooth etc. all complete as per direction of Engineer-in-charge. (DSR item No.11.45) | BI01010001010000000000000515BI0100001408 | 510 | Sqm |
| 304 | 7.23 | Supply and fixing of Double Seater Swing\nSafe Area is 12'X10' | BI01010001010000000000000515BI0100001409 | 1 | nos |
| 305 | 7.24 | Supply and fixing of Double Seater See saw\nSafe Area is 10'X6' | BI01010001010000000000000515BI0100001410 | 2 | nos |
| 306 | 7.25 | Supply and fixing of FRP Slides\nSafe Area is 18'X4' | BI01010001010000000000000515BI0100001411 | 2 | nos |
| 307 | 7.26 | Supply and fixing of Merry go round 5 feet dia. \nSafe Area 8' X 8' | BI01010001010000000000000515BI0100001412 | 2 | nos |
| 308 | 7.27 | Boundary wall-12mm thick cement plaster with cemet, White lime & fine sand in proportion of 1:1:6 complete, Excluding GST.\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001413 | 423 | Sqm |
| 309 | 7.28 | Finishing walls with one coat of Water proof cement paint of approved quality on previously old treated surface with this paint to given an even shade including supply of all materials, labour and tools & Plants etc. required for proper completion of the work.\nFor wall sides\nFor wall Top\n | BI01010001010000000000000515BI0100001414 | 423 | Sqm |
| 310 | 7.29 | Wall painting (one coat) with plastic emulsion paint of approved brand & Manufacture on decorative wall surface to give an even shade including thoroughly brushing, clean all dirt, grease, loose pieces and prepared smooth\n\nFor wall sides\nFor wall Top | BI01010001010000000000000515BI0100001415 | 423 | Sqm |
| 311 | 7.3 | Clearing jungle including of rank vegetations, grass, bush, wood trees and saplings of girth upto 30 cm. Measred at a height of 1.00 mtr. Above groun level & removal of rubbish upto a distance of 50 mtr. Outside the periphery of area cleared. Excluding GST\nFor Site Area | BI01010001010000000000000515BI0100001416 | 1200 | Sqm |
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