Smart City Development Limited has published Development Of Sports Facility Infrastructure At Various Schools Development Of Sports Facility Infrastructure At Various Schools Phase Ii. Submission Date for this Tender is 18-03-2021. Sports Complex Tenders in Prayagraj Uttar Pradesh. Bidders can get complete Tender details and download the document.
| Sr No | CorrigendumDate | Corrignedum | CorrigendumType | NewSubmissionDate |
| 1 | 09-Mar-2021 | Corrigendium 1 | Other | 16-03-2021 |
| 2 | 16-Mar-2021 | Last Date Extension | Date | 18-03-2021 |
| Name of Work: Development of Sports facility Infrastructure at Various Government Schools (Phase-II) in Prayagraj City (U.P) under Smart City Mission | |||||
|---|---|---|---|---|---|
| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | BHARAT SCOUTS & GUIDE SCHOOL | BI01010001010000000000000515BI0100001112 | ||
| 2 | 1.01 | Football Goal post | BI01010001010000000000000515BI0100001113 | ||
| 3 | 1.02 | Sports Accessories\nSupply and Installation of Moveable Football Goal Post,Net as per FIFA Specifications and Guidelines. | BI01010001010000000000000515BI0100001114 | 1 | Pair |
| 4 | 1.03 | Hockey Court (40 X 20 m) cum Hand ball court (32 X 17 m) | BI01010001010000000000000515BI0100001115 | ||
| 5 | 1.04 | 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 Hockey Court cum Hand ball court\nFor Drain\nFor Fencing foundation | BI01010001010000000000000515BI0100001116 | 256.96 | cum |
| 6 | 1.05 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain | BI01010001010000000000000515BI0100001117 | 7.8 | cum |
| 7 | 1.06 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001118 | 5.76 | cum |
| 8 | 1.07 | M-150 Brick work in 1 cement and 5 fine sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001119 | 40.5 | cum |
| 9 | 1.08 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls\nFor Fencing foundation | BI01010001010000000000000515BI0100001120 | 360 | sqm |
| 10 | 1.09 | 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 Hockey Court cum Hand ball court- 125 mm thick | BI01010001010000000000000515BI0100001121 | 100 | cum |
| 11 | 1.1 | 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. | BI01010001010000000000000515BI0100001122 | 1600 | sqm |
| 12 | 1.11 | 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 Hockey Court cum Hand ball court- 50 mm thick | BI01010001010000000000000515BI0100001123 | 40 | cum |
| 13 | 1.12 | 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 Hockey Court cum Hand ball court- 30 mm thick | BI01010001010000000000000515BI0100001124 | 24 | cum |
| 14 | 1.13 | Sports Surfaces - Hockey\nSuppling and Laying of FIH Quality Sports Artificial Turf from FIH Preferred Manufacturer.\nfor outdoor use. | BI01010001010000000000000515BI0100001125 | 800 | sqm |
| 15 | 1.14 | Sports Accessories\nSupply and Installation of Moveable Hockey Goal Post as per FIH Specifications and Guidelines. | BI01010001010000000000000515BI0100001126 | 1 | Pair |
| 16 | 1.15 | Sports Accessories\nSupply and Installation of Moveable Handball Goal Post as per IHF Specifications and Guidelines. | BI01010001010000000000000515BI0100001127 | 1 | Pair |
| 17 | 1.16 | SPRINKLER SYSTEM\nSupply & Installation of Sprinkler manual operated system complete including pumps etc (Automatic Irrigation system - 6 Nos Sprinklers, complete system) | BI01010001010000000000000515BI0100001128 | 1 | L.S |
| 18 | 1.17 | 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. | BI01010001010000000000000515BI0100001129 | 420 | sqm |
| 19 | 1.18 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001130 | 1750 | kg |
| 20 | 1.19 | Basket Ball (32 X 19 m) cum Volley Ball Court (18 X 9 m) | BI01010001010000000000000515BI0100001131 | ||
| 21 | 1.2 | 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 cum Volley Ball Court - 150 mm thick\nFor Drain\nFor Fencing foundation | BI01010001010000000000000515BI0100001132 | 129.54 | cum |
| 22 | 1.21 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain | BI01010001010000000000000515BI0100001133 | 6.63 | cum |
| 23 | 1.22 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001134 | 4.896 | cum |
| 24 | 1.23 | M-150 Brick work in 1 cement and 5 fine sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain\nFor Fencing foundation | BI01010001010000000000000515BI0100001135 | 27.54 | cum |
| 25 | 1.24 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls\nFor Fencing foundation | BI01010001010000000000000515BI0100001136 | 244.8 | 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 Basket Ball cum 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 Basket Ball cum Volley Ball Court | BI01010001010000000000000515BI0100001138 | 1292 | 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 Basket Ball cum 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 Basket Ball cum Volley Ball Court - 20 mm | BI01010001010000000000000515BI0100001140 | 12.92 | cum |
| 30 | 1.29 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per FIBA Specifications and Guidelines. | BI01010001010000000000000515BI0100001141 | 646 | sqm |
| 31 | 1.3 | Sports Accessories\nSupply and Installation of Fixed Volleyball Post,Net as per IVF Specifications and Guidelines. | BI01010001010000000000000515BI0100001142 | 1 | Pair |
| 32 | 1.31 | Sports Accessories\nSupply and Installation of Fixed Basketball Post,Net as per FIBA Specifications and Guidelines. | BI01010001010000000000000515BI0100001143 | 1 | Pair |
| 33 | 1.32 | 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. | BI01010001010000000000000515BI0100001144 | 371 | sqm |
| 34 | 1.33 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001145 | 1545.83 | kg |
| 35 | 1.34 | Walking Track - Synthetic | BI01010001010000000000000515BI0100001146 | ||
| 36 | 1.35 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | BI01010001010000000000000515BI0100001147 | 872 | sqm |
| 37 | 1.36 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001148 | 87.2 | cum |
| 38 | 1.37 | Providing and fixing Chlorinated Polyvinyl Chloride (CPVC) pipes, having\nthermal stability for hot & cold water supply including all CPVC plain & brass threaded fittings This includes jointing of pipes & fittings with one step CPVC solvent cement, trenching, refilling & testing of joints complete as per direction of Engineer in Charge. External work\n150 mm nominal inner dia Pipes\nAcross the Walking Track | BI01010001010000000000000515BI0100001149 | 55 | Rmt |
| 39 | 1.38 | Sports Surfaces\nSupply & installation of all-weather 22mm thick. suitable for jogging and\nwalking track system consists of 10mm power shock pads followed by 12mm red color multisport commercial turf meant for medium to heavy traffic areas and provides adequate shock absorption and comfort while walking\nTechnical Specification:\na) Shock pads 10mm thickness x1.5mm width x customized length as per site requirement\nb) Turf Specification: 12mm thickness, red colour, coloured yarn with 2mtrs width x 20mtrlength | BI01010001010000000000000515BI0100001150 | 872 | sqm |
| 40 | 1.39 | Kids Play Area | BI01010001010000000000000515BI0100001151 | ||
| 41 | 1.4 | 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 | BI01010001010000000000000515BI0100001152 | 27.75 | cum |
| 42 | 1.41 | 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. | BI01010001010000000000000515BI0100001153 | 185 | sqm |
| 43 | 1.42 | Supply and fixing of Double Seater Swing\nSafe Area is 12'X10' | BI01010001010000000000000515BI0100001154 | 2 | Nos |
| 44 | 1.43 | Supply and fixing of Double Seater See saw\nSafe Area is 10'X6' | BI01010001010000000000000515BI0100001155 | 2 | Nos |
| 45 | 1.44 | Supply and fixing of FRP Slides\nSafe Area is 18'X4' | BI01010001010000000000000515BI0100001156 | 2 | Nos |
| 46 | 1.45 | Supply and fixing of Merry go round 5 feet dia. \nSafe Area 8' X 8' | BI01010001010000000000000515BI0100001157 | 2 | Nos |
| 47 | 1.46 | Site Clearance | BI01010001010000000000000515BI0100001158 | ||
| 48 | 1.47 | 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 | BI01010001010000000000000515BI0100001159 | 1000 | sqm |
| 49 | 2 | C.A.V. Inter College | BI01010001010000000000000515BI0100001160 | ||
| 50 | 2.01 | Badminton Cum Multi Purpose Hall | BI01010001010000000000000515BI0100001161 | ||
| 51 | 2.02 | 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 | BI01010001010000000000000515BI0100001162 | 206.87 | cum |
| 52 | 2.03 | Extra for every additional 30 mtr. Or for every additional 1.50 mtr. Lift or part of 1.5 meter. | BI01010001010000000000000515BI0100001163 | 206.87 | cum |
| 53 | 2.04 | Sand filling with local sand including supply of all labour, material and T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001164 | 9.4 | cum |
| 54 | 2.05 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Footings and Flooring | BI01010001010000000000000515BI0100001165 | 189.18 | cum |
| 55 | 2.06 | Providing and laying C.C. pavement of mix M-25 with ready mixed concrete from batching plant. The ready mixed concrete shall be laid and finished with screed board vibrator , vacuum dewatering process and finally finished by floating, brooming with wire brush etc. complete as per specifications and directions of\nEngineer-in-charge. (The panel shuttering work shall be paid for separately).\n(Note:- Cement content considered in this item is @ 330 kg/cum. Excess/less cement used as per design mix is payable/ recoverable separately).\nFor Flooring | BI01010001010000000000000515BI0100001166 | 179.776 | cum |
| 56 | 2.07 | 2.5 cm thick Damp Proof Course with cement concrete consisting of 1 part cement, 1.5 parts approved coarse sand and 3 parts approved 10 mm graded stone grit and and including Water proofing material as ordered by the Engineer Incharge in the proportion as specified by the manufacturers including supply of all materials, labour and tools & Plants etc required for proper completion of work and including proper curing and shuttering as necessary\non Plinth beam | BI01010001010000000000000515BI0100001167 | 27.03 | sqm |
| 57 | 2.08 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less\nAll works upto plinth level\nFor Footings,Columns upto below plinth beam, Plinth beam | BI01010001010000000000000515BI0100001168 | 60.88 | cum |
| 58 | 2.09 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.\n(Note :- Cement content considered in this item is @ 330 kg/cum. Excess/ less\nAll works above plinth level upto floor V level\nFor Columns, Tie beams | BI01010001010000000000000515BI0100001169 | 83.05 | cum |
| 59 | 2.1 | Centering and shuttering including strutting, propping etc. and removal of form work for :Foundations, footings, bases for columns | BI01010001010000000000000515BI0100001170 | 94.03 | sqm |
| 60 | 2.11 | Centering and shuttering including strutting, propping etc. and removal of form work for :Columns, Pillars, Piers, Abutments, Posts and Struts | BI01010001010000000000000515BI0100001171 | 355.02 | sqm |
| 61 | 2.12 | Centering and shuttering including strutting, propping etc. and removal of form work for :Lintels, beams, plinth beams, girders, bressumers and cantilevers | BI01010001010000000000000515BI0100001172 | 352.29 | sqm |
| 62 | 2.13 | M.S. (tor steel or plain) in palin work such as RCC or R.B 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\nFor Footings,Columns,Plinth beam and Tie beams | BI01010001010000000000000515BI0100001173 | 23339.8 | kg |
| 63 | 2.14 | M-150 Brick work in 1 cement and 5 fine sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001174 | 193.14 | cum |
| 64 | 2.15 | Addition for Super strcuture including necessary cutting and moulding of brick as required thickness of walls not to be less than 11/2 brick. Excluding GST | BI01010001010000000000000515BI0100001175 | 199.355 | cum |
| 65 | 2.16 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete including arises, Chamfers and/or rounded angles not exceeding 80mm in grith. Excluding GST | BI01010001010000000000000515BI0100001176 | 2099.33 | sqm |
| 66 | 2.17 | White washing Three coats including supply off all materials labour and T&P etc. required for proper completion of the work - Internal & Ouside | BI01010001010000000000000515BI0100001177 | 2099.33 | sqm |
| 67 | 2.18 | Colour washing two coats using approved colouring material of buff, blue, grey or brown shade including supply all materials, labour and T&P etc. required for proper completion of the work | BI01010001010000000000000515BI0100001178 | 2099.33 | sqm |
| 68 | 2.19 | Providing and fixing factory made P.V.C. door frame of size 50x47 mm with awall thickness of 5 mm, made out of extruded 5mm rigid PVC foam sheet, mitred at corners and joined with 2 Nos of 150 mm long brackets of 15x15 mm M.S. square tube, the vertical door frame profiles to be reinforced with 19x19 mm M.S. square\ntube of 19 gauge, EPDM rubber gasket weather seal to be provided through out the frame. The door frame to be fixed to the wall using M.S. screws of 65/100 mm size, complete as per manufacturer’s specification and direction of Engineer- in-Charge. | BI01010001010000000000000515BI0100001179 | 12 | Rmt |
| 69 | 2.2 | Providing and fixing factory made panel PVC door shutter consisting of frame made out of M.S. tubes of 19 gauge thickness and size of 19 mm x 19 mm for styles and 15x15 mm for top & bottom rails. M.S. frame shall have a coat of steel primers of approved make and manufacture. M.S. frame covered with 5 mm thick heat moulded PVC 'C' channel of size 30 mm thickness, 70 mm width out of which 50 mm shall be flat and 20 mm shall be tapered in 45 degree angle on both side forming styles and 5 mm thick, 95 mm wide PVC sheet out of which 75mm shall be flat and 20 mm shall\nbe tapered in 45 degree on the inner side to form top and bottom rail and 115 mm wide PVC sheet out of which 75 mm shall be flat and 20 mm shall be tapered on both sides to form lock rail. Top, bottom and lock rails shall be provided both side of the\npanel. 10 mm (5 mm x 2 ) thick, 20 mm wide cross PVC sheet be provided as gap insert for top rail & bottom rail, paneling of 5 mm thick both side PVC sheet to be fitted in the M.S. frame welded/ sealed to the styles & rails with 7 mm (5 mm+2 mm)\nthick x 15 mm wide PVC sheet beading on inner side, and joined together with solvent cement adhesive. An additional 5 mm thick PVC strip of 20 mm width is to be stuck on the interior side of the 'C' Channel using PVC solvent adhesive etc. complete as per direction of Engineer-in-charge, manufacturer's specification &\ndrawing.\n30 mm thick pre laminated PVC door shutters | BI01010001010000000000000515BI0100001180 | 3.78 | Rmt |
| 70 | 2.21 | Providing and fixing ISi marked oxidised M.S. door latches conforming to IS:5930 with screws etc. complete :\n300x20x6 mm | BI01010001010000000000000515BI0100001181 | 10 | Nos |
| 71 | 2.22 | Providing and fixing ISI marked oxidised M.S. handles conforming to IS:4992 with necessary screws etc. complete :\n125 mm | BI01010001010000000000000515BI0100001182 | 20 | Nos |
| 72 | 2.23 | Providing and fixing aluminium tower bolts, ISI marked, anodised (anodic coating not less than grade AC 10 as per IS : 1868 ) transparent or dyed to required colour or shade, with necessary screws etc. complete : 300x10 mm | BI01010001010000000000000515BI0100001183 | 10 | Nos |
| 73 | 2.24 | M.S or Iron work of heavy sizes such as Trusses, built up gates, record racks, roof work, gates, etc. Including rivetting or Welding where necessary. and their fixing required for proper completion of the work. Excluding GST\nSHS 90x90x45\nSHS 130x130x5.4\nRHS 170x90x5.4\nZ Purlin | BI01010001010000000000000515BI0100001184 | 12750 | kg |
| 74 | 2.25 | Providing & fixing of Pre-painted Galvalume Trapezoidal Profile Roofing sheets with 0.50mm thickness, Coating: Alu-Zinc coating AZ150 GSM. Tensile Strength: 550 MPA. Paint coating: Regular Modified Polyester painting. Painting Thickness (Top): 18 to 20 Microns, (Bottom): 5 to 7 Microns. Sheet Width: 1.020, Length: Maximum 12 Meters with Regular Range Colours for Gutters, Ridge cap etc. Final work will be as per approved drawings and directions of Engineer in Charge including cost and conveyance of all materials and all labour charges etc. Complete | BI01010001010000000000000515BI0100001185 | 680 | sqm |
| 75 | 2.26 | ELECTRICAL WORKS – BADMINTON COURT CUM MULTIPURPOSE HALL | BI01010001010000000000000515BI0100001186 | ||
| 76 | 2.27 | Supply and fixing and concealing of 25 mm dia. 2mm thick PVC conduit pipe with ISI mark embossed and with PVC accessories confirming to IS No. 3419 for drawing wires duly sealed at joints with original resin / adhesive to make the complete piping rigid, plastering with cement sand mortar finished to the level with matching colour wash including cost of all material labour and T&P etc required for proper completion of the work as per directions and to the satisfaction of Engineer in charge. | BI01010001010000000000000515BI0100001187 | 301 | RMT |
| 77 | 2.28 | Supply and fixing of 2/3/4 ways round PVC junction box confirming to ISS for 25mm dia PVC conduit concealed in wall, keeping its level upto plaster duly provided with\nproper size cover, screwed as directed at site by the Engineer I/C with supply of all th | BI01010001010000000000000515BI0100001188 | 350 | RMT |
| 78 | 2.29 | Wiring point for light in 1.5 sq. mm.FRLSH PVC insulated multistrand single core copper conductor cable (drawn through existing PVC conduit) and 6Amp.flush type switch & ceiling rose/angle/batten holder fixed with 3mm thick phenolic laminated backalite sheet with brass machine screws and cup washers mounted over existing M.S. switch board box/ junction box with supplyof all material, labour & T&P etc. required for proper completion of the work as directed at site by the Engineer in charge.\n | BI01010001010000000000000515BI0100001189 | 45 | EACH |
| 79 | 2.3 | Same as in item Elec-174© but for plug point with 6 Amp flush type switch and 3 pin socket and earth continuitywire of 1.5 sq.mm. FRLSH PVC insulated multi strand copper conductor cable. | BI01010001010000000000000515BI0100001190 | 3 | EACH |
| 80 | 2.31 | Same as in item Elec-174© but for plug point with 2 No of 6 Amp flush type switch and 2 No of 3 pin socket and earth continuitywire of 1.5 sq.mm. FRLSH PVC insulated multi strand copper conductor cable. | BI01010001010000000000000515BI0100001191 | 4 | EACH |
| 81 | 2.32 | Supply and fixing of power plug with 16A/250 volt flush type switch and 5 pin 16A/250V flush type universal socket in suitable M.S. box of 175mm x 100mm x 50mm size with phenolic laminated bakelite sheet cover 3mm thick fixed with brass machine screw and cup washer. | BI01010001010000000000000515BI0100001192 | 3 | EACH |
| 82 | 2.33 | Supply and wiring of submains but in 25 mm dia heavy duty (2mm thick) PVC conduit with 1 nos. 1.5 sq. mm. FRLSH PVC insulated 1100 V grade multistrand single core copper conductor cable as earth continuity wire drawn inside the conduit complete in all respect. | BI01010001010000000000000515BI0100001193 | 150 | RMT |
| 83 | 2.34 | Supply and Wiring of submainswith 3 nos. 2.5 sq. mm. FRLSH PVC insulated multistrand copper conductor cable. | BI01010001010000000000000515BI0100001194 | 250 | RMT |
| 84 | 2.35 | Supply and Wiring of submainswith 3 nos. 4 sq. mm. FRLSH PVC insulated multistrand copper conductor cable | BI01010001010000000000000515BI0100001195 | 200 | RMT |
| 85 | 2.36 | S & F surface/Flush mounting 6ways VTPN distribution board with additional metal door without MCB complete in all respect,as directed at site by Engineer in charge. | BI01010001010000000000000515BI0100001196 | 1 | EACH |
| 86 | 2.37 | S&F of 6 to 32 Amp SPMCB (10 KA) C Curve | BI01010001010000000000000515BI0100001197 | 1 | EACH |
| 87 | 2.38 | S&F of 40 Amp. 4 pole MCB (10 KA) | BI01010001010000000000000515BI0100001198 | 1 | EACH |
| 88 | 2.39 | Supply and burying of 40mm dia x 4.5 metres long G.I. Pipe vertically for earthing having 12mm dia. Holes spaced 75mm apart drilled up to 2 metre from the bottom complete with earthing lead of No. 6 to 8SWG GI wire in G.I. Pipe up to appron (and from appron to switch board the cost of G.I. wire and pipe will be extra) upto switch board, 30cm square C.I. box with hinged cover masonary enclosure, funnel at top, alternate layers of charcoal/coke and salt at least 150mm thick alround etc. as per\ndirections of Engineer-in-charge complete in all respects as per drawing | BI01010001010000000000000515BI0100001199 | 2 | RMT |
| 89 | 2.4 | Supply and fixing of two number 8 SWG G.I. wire in 15mm dia. G.I. pipe for earthing, laid in ground or in wall duly concealed including the cost of cement, sand, labour, T&P other material required for proper completion of the work as directed at site. | BI01010001010000000000000515BI0100001200 | 20 | RMT |
| 90 | 2.41 | Supply and laying of 25mm x 3mm G.I. strip from earth electrode directly in the ground as required complete in all respect. | BI01010001010000000000000515BI0100001201 | 10 | EACH |
| 91 | 2.42 | Supply and fixing of LED Tube Light with batten suitable for up to 1 X 22 watt LED tube light fitting\nincluding tube on Surface complete in all respect. | BI01010001010000000000000515BI0100001202 | 13 | EACH |
| 92 | 2.43 | Supply, transportation and fixing of 90W LED HIgh Bay Luminaire with high power COB LED made of pressure diecast alluminium housing with powder coated,Supply Input voltage 120 - 270 V AC, P.F > 0.90, high power LED's having efficacy >100 lumines/watt, System efficacy >95lm/W and junction temprature < 70°C, with Ingrees protection IP66, IK05, Driver surge protection 4KV, external Surge protection = 5KV with wide/ Narrow beam optics, THD<10% at 110 Volts AC, driver efficiency >90%, CCT: 3000K - 5700K, minimum CRI>70, etc., complete including fixing to the ceiling at Entrance Foyer with necessary mounting arrangement cost of all accessories and giving connections etc., complete.\na) LUMINAIRE MAKE : Phillips / GE-Venture / Crompton / Wipro / Bajaj / Havells \nb) LED MAKE : PHILIPS LUMILEDS / CREE / NICHIA / OSRAM / SAMSUNG | BI01010001010000000000000515BI0100001203 | 10 | EACH |
| 93 | 2.44 | Supply and fixing of factory wired integral LED flood light luminaires with die cast aluminium\nhousing built with dirver set suitable for 150 Watt. Confirming to IP 66 protection complete in all Respect. | BI01010001010000000000000515BI0100001204 | 12 | EACH |
| 94 | 2.45 | Supply and Transportation and fixing of 16" (400mm) Wall mounted Fan. Makes: Crompton High Flow / Bajaj Elite / Havells Swing Premia gold / Orient Wall 45 | BI01010001010000000000000515BI0100001205 | 1 | EACH |
| 95 | 2.46 | Supply and fixing of LED Street light Fitting having die cast aluminium body and diffuser with driver set\nsuitable for 60 Watt. Confirming to IP66 Protection complete in all respect. | BI01010001010000000000000515BI0100001206 | 3 | EACH |
| 96 | 2.47 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts\ngrade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.\n6 sq. mm 2 core | BI01010001010000000000000515BI0100001207 | 500 | RMT |
| 97 | 2.48 | Supply and laying of aluminium conductor PVC insulated armoured served sheathed cables 1100 Volts\ngrade at a depth of 750 mm below ground level over a cushion of 75 mm. thick sand all around and protected with burnt bricks on sides and on top. On surface the cable run shall be fixed on M.S. clamps etc. of suitable size or as directed by the Engineer-Incharge, complete in all respect. The armouring of the cable shall be properly connected with the earth conductor by clamps etc.\n16 sq. mm 4 core | BI01010001010000000000000515BI0100001208 | 72 | RMT |
| 98 | 2.49 | Supply and fixing of brass nickle plated compression gland for PVC insulated & armoured served sheathed, underground cable including rubber ring etc. complete in all respect. The armouring of the cable shall be properly connected with the earth as per direction of Engineer- Incharge\n6 sq. mm 2 core | BI01010001010000000000000515BI0100001209 | 4 | SET |
| 99 | 2.5 | Supply,transporatation & installation of following sizes of Hot Dipped Galvanized Iron perforated cable trays with cover, including horizontal and vertical bends, reducers tees,cross members and other accessories as required and duly suspended from the ceiling/Wall with suspenders etc., complete\n150mm X 50mm X 1.6mm size | BI01010001010000000000000515BI0100001210 | 25 | RMT |
| 100 | 2.51 | Supply and laying of 2 pair telephone wire 0.5mm copper in the existing metallic/non metallic conduit pipe with connections etc.,complete for telephone wire. Makes: Finolex / Delton / Surabi / Polycab | BI01010001010000000000000515BI0100001211 | 20 | RMT |
| 101 | 2.52 | Supply and fixing of 2 Line telephone jack type socket modular type with front and back plate in MS box with screws and connections etc.\nMakes : Legrand Myrius / Crabtree verona / L&T/ HPL/ Schneider Livia/GM (Zicono/ Four Five)/C&S/Goldmedal (Curve)/Million Mway/Logus Platina/ Panasonic Vision/Salzer S90 series/Anchor-Roma. | BI01010001010000000000000515BI0100001212 | 1 | EACH |
| 102 | 2.53 | Supply, laying, testing and commissioning of 4-pair, Cat-6 Solid (Third party ETL Intertek tested 600 MHZ above) to support 1Gbps with Cross (+) filler pair seperator & PVC sheath 23 AWG, UTP Cable , Meets or exceeds ANSI/TIA- 568-C.2 and UL Listed &RoHS Compliant in the existing raceways /pvc conduits including making connections to information outlets and patch panels with ferruling at both ends for identifiation with necessary tools for punching stripping crimping and testing required etc., complete \nMakes: Systimax /AMP/ Panduit/ Siemond/ Molex/Legrand | BI01010001010000000000000515BI0100001213 | 20 | RMT |
| 103 | 2.54 | Supply and Fixing installation testing and commisioning of1no of Cat-6 Tooless built-in crimping mechanism Information Outlet with Dust Cover Exceed ANSI/TIA-568-C.2 and ISO/IEC 11801 standards with 1module face plate for Category 6 component performance & Compatible to T568A,T568B wiring pattern and UL-940V0 Rated Plastic &RoHS Compliant. Makes: Systimax /AMP/ Panduit/ Siemond/ Molex/Legrand | BI01010001010000000000000515BI0100001214 | 1 | EACH |
| 104 | 2.55 | SPECTATORS SEATING | BI01010001010000000000000515BI0100001215 | ||
| 105 | 2.56 | 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 | BI01010001010000000000000515BI0100001216 | 62.19 | cum |
| 106 | 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 upto 1.5 m. | BI01010001010000000000000515BI0100001217 | 85.44 | cum |
| 107 | 2.58 | Sand filling with local sand including supply of all labour, material and T&P etc. required for proper completion of the work. | BI01010001010000000000000515BI0100001218 | 19.224 | cum |
| 108 | 2.59 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001219 | 25.67 | cum |
| 109 | 2.6 | RCC work with cement approved coarse sand and 2cm gauge approved stone grit in proportions of 1:1.5:3 in raft foundations and footing excluding supply of reinforcement and its bending 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 binding wire. The rate excludes making of drip course which shall be paid extra excluding GST | BI01010001010000000000000515BI0100001220 | 93.34 | cum |
| 110 | 2.61 | M.S. (tor steel or plain) in palin work such as RCC or R.B 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 | BI01010001010000000000000515BI0100001221 | 8400.89 | kg |
| 111 | 2.62 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks:\n1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001222 | 64.08 | sqm |
| 112 | 2.63 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST | BI01010001010000000000000515BI0100001223 | 85.44 | sqm |
| 113 | 2.64 | 2 cm thick Damp Proof Course with cement and approved coarse sand 1:2 with and including Water proofing material as ordered by the Engineer Incharge in the proportion as specified by the manufacturers including supply of all materials, labour and tools & Plants etc required for proper completion of work and including proper curing and shuttering as necessary\nFor Treads and Risers of the stadia | BI01010001010000000000000515BI0100001224 | 277.68 | sqm |
| 114 | 2.65 | 40 mm thick fine dressed stone flooring over 20 mm (average) thick base of cement mortar 1:5 (1 cement : 5 coarse sand) with joints finished flush.\nRed sand stone | BI01010001010000000000000515BI0100001225 | 192.24 | sqm |
| 115 | 2.66 | Indoor Badminton Court | BI01010001010000000000000515BI0100001226 | ||
| 116 | 2.67 | Supply & Installation of BADMINTON WORLD FEDERATION (BWF) approved Wooden Sports flooring system as per BWF.\nIncluding Line Marking as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001227 | 281.88 | sqm |
| 117 | 2.68 | Sports Accessories\nSupply and Installation of Removable Badminton Poles,Net as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001228 | 2 | Nos |
| 118 | 2.69 | Tabble Tennis | BI01010001010000000000000515BI0100001229 | ||
| 119 | 2.7 | Supply and Installation of Flooring as per ITTF Specifications and Guidelines. | BI01010001010000000000000515BI0100001230 | 180 | sqm |
| 120 | 2.71 | Sports Accessories\nSupply and Installation of table Tennis table as per ITTF Specifications and Guidelines. | BI01010001010000000000000515BI0100001231 | 2 | Nos |
| 121 | 2.72 | Site Clearance | BI01010001010000000000000515BI0100001232 | ||
| 122 | 2.73 | 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 | BI01010001010000000000000515BI0100001233 | 500 | sqm |
| 123 | 3 | DP Girls Inter College | BI01010001010000000000000515BI0100001234 | ||
| 124 | 3.01 | Badminton Court - 2 Nos (16.4 X 8.5 m) - Synthetic | BI01010001010000000000000515BI0100001235 | ||
| 125 | 3.02 | 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 | BI01010001010000000000000515BI0100001236 | 88.22 | cum |
| 126 | 3.03 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001237 | 6.474 | cum |
| 127 | 3.04 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001238 | 4.7808 | cum |
| 128 | 3.05 | M-150 Brick work in 1 cement and 5 fine sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001239 | 26.89 | cum |
| 129 | 3.06 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST | BI01010001010000000000000515BI0100001240 | 239.04 | sqm |
| 130 | 3.07 | 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 | BI01010001010000000000000515BI0100001241 | 27.88 | cum |
| 131 | 3.08 | 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. | BI01010001010000000000000515BI0100001242 | 557.6 | sqm |
| 132 | 3.09 | 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 | BI01010001010000000000000515BI0100001243 | 8.364 | cum |
| 133 | 3.1 | 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 | BI01010001010000000000000515BI0100001244 | 5.576 | cum |
| 134 | 3.11 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001245 | 278.8 | sqm |
| 135 | 3.12 | Sports Accessories\nSupply and Installation of Removable Badminton Poles,Net as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001246 | 2 | Pair |
| 136 | 3.13 | 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. | BI01010001010000000000000515BI0100001247 | 348.6 | sqm |
| 137 | 3.14 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001248 | 1452.2 | kg |
| 138 | 3.15 | Basket Ball (32 X 19 m) - Synthetic | BI01010001010000000000000515BI0100001249 | ||
| 139 | 3.16 | 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 | BI01010001010000000000000515BI0100001250 | 160.62 | cum |
| 140 | 3.17 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001251 | 6.63 | cum |
| 141 | 3.18 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001252 | 27.54 | cum |
| 142 | 3.19 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST | BI01010001010000000000000515BI0100001253 | 244.8 | sqm |
| 143 | 3.2 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001254 | 60.8 | cum |
| 144 | 3.21 | RCC work with cement approved coarse sand and 2cm gauge approved stone grit in proportions of 1:1.5:3 in raft foundations and footing excluding supply of reinforcement and its bending 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 binding wire. The rate excludes making of drip course which shall be paid extra excluding GST | BI01010001010000000000000515BI0100001255 | 60.8 | cum |
| 145 | 3.22 | M.S. (tor steel or plain) in palin work such as RCC or R.B 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 | BI01010001010000000000000515BI0100001256 | 5472 | kg |
| 146 | 3.23 | Sports Accessories\nSupply and Installation of Fixed Basketball Post,Net as per FIBA Specifications and Guidelines. | BI01010001010000000000000515BI0100001257 | 1 | Pair |
| 147 | 3.24 | Site Clearance | BI01010001010000000000000515BI0100001258 | ||
| 148 | 3.25 | 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 | BI01010001010000000000000515BI0100001259 | 600 | sqm |
| 149 | 4 | Hindu Hostel | BI01010001010000000000000515BI0100001260 | ||
| 150 | 4.01 | Tennis Court - 3 Nos (33.53 X 18.3 m) - Synthetic | BI01010001010000000000000515BI0100001261 | ||
| 151 | 4.02 | 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 | BI01010001010000000000000515BI0100001262 | 420.98 | cum |
| 152 | 4.03 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001263 | 20.2137 | cum |
| 153 | 4.04 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001264 | 14.927 | cum |
| 154 | 4.05 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001265 | 83.96 | cum |
| 155 | 4.06 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST | BI01010001010000000000000515BI0100001266 | 746.35 | sqm |
| 156 | 4.07 | 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 | BI01010001010000000000000515BI0100001267 | 184.08 | cum |
| 157 | 4.08 | 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. | BI01010001010000000000000515BI0100001268 | 3681.59 | sqm |
| 158 | 4.09 | 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 | BI01010001010000000000000515BI0100001269 | 55.2239 | cum |
| 159 | 4.1 | 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 | BI01010001010000000000000515BI0100001270 | 36.8159 | cum |
| 160 | 4.11 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per ITF Specifications and Guidelines. | BI01010001010000000000000515BI0100001271 | 1840.8 | sqm |
| 161 | 4.12 | Sports Accessories\nSupply and Installation of Removable Tennis Poles, Net as per ITF Specifications and Guidelines. | BI01010001010000000000000515BI0100001272 | 3 | Pair |
| 162 | 4.13 | 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. | BI01010001010000000000000515BI0100001273 | 1088.43 | sqm |
| 163 | 4.14 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001274 | 4535.13 | kg |
| 164 | 4.15 | Basket Ball (32 X 19 m) - Synthetic | BI01010001010000000000000515BI0100001275 | ||
| 165 | 4.16 | 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\nFor Drain & Fencing | BI01010001010000000000000515BI0100001276 | 138.72 | cum |
| 166 | 4.17 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001277 | 6.63 | cum |
| 167 | 4.18 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001278 | 4.896 | cum |
| 168 | 4.19 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001279 | 39.02 | cum |
| 169 | 4.2 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls\nFor Fencing foundation | BI01010001010000000000000515BI0100001280 | 193.8 | sqm |
| 170 | 4.21 | 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 | BI01010001010000000000000515BI0100001281 | 60.8 | cum |
| 171 | 4.22 | 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. | BI01010001010000000000000515BI0100001282 | 1216 | sqm |
| 172 | 4.23 | 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 | BI01010001010000000000000515BI0100001283 | 18.24 | cum |
| 173 | 4.24 | 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 | BI01010001010000000000000515BI0100001284 | 12.16 | cum |
| 174 | 4.25 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per FIBA Specifications and Guidelines. | BI01010001010000000000000515BI0100001285 | 608 | sqm |
| 175 | 4.26 | Sports Accessories\nSupply and Installation of Fixed Basketball Post,Net as per FIBA Specifications and Guidelines. | BI01010001010000000000000515BI0100001286 | 1 | Pair |
| 176 | 4.27 | 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. | BI01010001010000000000000515BI0100001287 | 357 | sqm |
| 177 | 4.28 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001288 | 1487.5 | kg |
| 178 | 4.29 | Badminton Court - 2 Nos (16.4 X 8.5 m) - Synthetic | BI01010001010000000000000515BI0100001289 | ||
| 179 | 4.3 | 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\nFor Drain & Fencing foundation | BI01010001010000000000000515BI0100001290 | 88.22 | cum |
| 180 | 4.31 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001291 | 6.474 | cum |
| 181 | 4.32 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001292 | 4.7808 | cum |
| 182 | 4.33 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001293 | 26.89 | cum |
| 183 | 4.34 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls\nFor Fencing foundation | BI01010001010000000000000515BI0100001294 | 239.04 | sqm |
| 184 | 4.35 | 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 Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001295 | 27.88 | cum |
| 185 | 4.36 | 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. | BI01010001010000000000000515BI0100001296 | 557.6 | sqm |
| 186 | 4.37 | 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 Badminton Court- 30 mm thick | BI01010001010000000000000515BI0100001297 | 8.364 | cum |
| 187 | 4.38 | 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 Badminton Court- 20 mm thick | BI01010001010000000000000515BI0100001298 | 5.576 | cum |
| 188 | 4.39 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001299 | 278.8 | sqm |
| 189 | 4.4 | Sports Accessories\nSupply and Installation of Removable Badminton Poles,Net as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001300 | 2 | Pair |
| 190 | 4.41 | 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. | BI01010001010000000000000515BI0100001301 | 4880.4 | sqm |
| 191 | 4.42 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001302 | 1452.5 | kg |
| 192 | 4.43 | Boundary wall - 170 m | BI01010001010000000000000515BI0100001303 | ||
| 193 | 4.44 | Scraping old white or colour wash including disposal or refuse within a distance of 60 M | BI01010001010000000000000515BI0100001304 | 1020 | sqm |
| 194 | 4.45 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001305 | 2.04 | cum |
| 195 | 4.46 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST | BI01010001010000000000000515BI0100001306 | 27.2 | sqm |
| 196 | 4.47 | 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 T&P etc. required for proper completion of the work | BI01010001010000000000000515BI0100001307 | 1020 | sqm |
| 197 | 4.48 | M.S or Iron work of heavy sizes such as Trusses, built up gates, record racks, roof works, gates etc. including rivetting or welding where necessary. Excluding GST | BI01010001010000000000000515BI0100001308 | 3400 | kg |
| 198 | 4.49 | Pathway 3 m wide and Site Clearance | BI01010001010000000000000515BI0100001309 | ||
| 199 | 4.5 | 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 Brick on edge - 150 mm thick | BI01010001010000000000000515BI0100001310 | 126.5 | cum |
| 200 | 4.51 | Brick on edge flooring with bricks of class designation 7.5 on a bed of 12 mm cement mortar, including filling the joints with same mortar, with common burnt clay non modular bricks: 1:4 (1 cement : 4 coarse sand) | BI01010001010000000000000515BI0100001311 | 1265 | sqm |
| 201 | 4.52 | 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 | BI01010001010000000000000515BI0100001312 | 2000 | sqm |
| 202 | 5 | KP Inter College Boys | BI01010001010000000000000515BI0100001313 | ||
| 203 | 5.01 | Badminton Court - 2 Nos (16.4 X 8.5 m) - Synthetic | BI01010001010000000000000515BI0100001314 | ||
| 204 | 5.02 | 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\nFor Drain & Fencing | BI01010001010000000000000515BI0100001315 | 88.22 | cum |
| 205 | 5.03 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain | BI01010001010000000000000515BI0100001316 | 6.474 | cum |
| 206 | 5.04 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001317 | 4.7808 | cum |
| 207 | 5.05 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001318 | 26.89 | cum |
| 208 | 5.06 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls & Fencing foundation | BI01010001010000000000000515BI0100001319 | 239.04 | sqm |
| 209 | 5.07 | 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. | BI01010001010000000000000515BI0100001320 | 27.88 | cum |
| 210 | 5.08 | 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. | BI01010001010000000000000515BI0100001321 | 557.6 | sqm |
| 211 | 5.09 | 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 | BI01010001010000000000000515BI0100001322 | 8.364 | cum |
| 212 | 5.1 | 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 | BI01010001010000000000000515BI0100001323 | 5.576 | cum |
| 213 | 5.11 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001324 | 278.8 | sqm |
| 214 | 5.12 | Sports Accessories\nSupply and Installation of Removable Badminton Poles,Net as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001325 | 2 | Pair |
| 215 | 5.13 | 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. | BI01010001010000000000000515BI0100001326 | 4880.4 | sqm |
| 216 | 5.14 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001327 | 1452.5 | kg |
| 217 | 5.15 | Basket Ball - 2 Nos (32 X 19 m) - Synthetic | BI01010001010000000000000515BI0100001328 | ||
| 218 | 5.16 | 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\nFor Drain & Fencing foundation | BI01010001010000000000000515BI0100001329 | 277.43 | cum |
| 219 | 5.17 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001330 | 13.26 | cum |
| 220 | 5.18 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001331 | 9.792 | cum |
| 221 | 5.19 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001332 | 55.08 | cum |
| 222 | 5.2 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls & Fencing foundation | BI01010001010000000000000515BI0100001333 | 489.6 | sqm |
| 223 | 5.21 | 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 | BI01010001010000000000000515BI0100001334 | 121.6 | cum |
| 224 | 5.22 | 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. | BI01010001010000000000000515BI0100001335 | 2432 | sqm |
| 225 | 5.23 | 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 | BI01010001010000000000000515BI0100001336 | 36.48 | cum |
| 226 | 5.24 | 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 | BI01010001010000000000000515BI0100001337 | 24.32 | cum |
| 227 | 5.25 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per FIBA Specifications and Guidelines. | BI01010001010000000000000515BI0100001338 | 1216 | sqm |
| 228 | 5.26 | Sports Accessories\nSupply and Installation of Fixed Basketball Post,Net as per FIBA Specifications and Guidelines. | BI01010001010000000000000515BI0100001339 | 2 | Pair |
| 229 | 5.27 | 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. | BI01010001010000000000000515BI0100001340 | 714 | sqm |
| 230 | 5.28 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001341 | 2975 | kg |
| 231 | 5.29 | Volley Ball Court (34 X 19 m) - 2 Nos | BI01010001010000000000000515BI0100001342 | ||
| 232 | 5.3 | 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\nFor Drain & fencing foundation | BI01010001010000000000000515BI0100001343 | 292.56 | cum |
| 233 | 5.31 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001344 | 13.78 | cum |
| 234 | 5.32 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001345 | 10.176 | cum |
| 235 | 5.33 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001346 | 57.24 | cum |
| 236 | 5.34 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls & Fencing foundation | BI01010001010000000000000515BI0100001347 | 508.8 | sqm |
| 237 | 5.35 | 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 | BI01010001010000000000000515BI0100001348 | 129.2 | cum |
| 238 | 5.36 | 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. | BI01010001010000000000000515BI0100001349 | 2584 | sqm |
| 239 | 5.37 | 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 | BI01010001010000000000000515BI0100001350 | 38.76 | cum |
| 240 | 5.38 | 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 | BI01010001010000000000000515BI0100001351 | 25.84 | cum |
| 241 | 5.39 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers from FIFA Preferred producer With Line marking as per IVF guidelines. | BI01010001010000000000000515BI0100001352 | 1292 | sqm |
| 242 | 5.4 | Sports Accessories\nSupply and Installation of Fixed Volleyball Post,Net as per IVF Specifications and Guidelines. | BI01010001010000000000000515BI0100001353 | 2 | Pair |
| 243 | 5.41 | 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. | BI01010001010000000000000515BI0100001354 | 848 | sqm |
| 244 | 5.42 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001355 | 3091.67 | kg |
| 245 | 5.43 | Tennis Court - 2 +2 (33.53 X 18.3 m) - Synthetic | BI01010001010000000000000515BI0100001356 | ||
| 246 | 5.44 | 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\nFor Drain & fencing foundation | BI01010001010000000000000515BI0100001357 | 544.04 | cum |
| 247 | 5.45 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001358 | 26.9516 | cum |
| 248 | 5.46 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001359 | 9.9514 | cum |
| 249 | 5.47 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001360 | 88.63 | cum |
| 250 | 5.48 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls & Fencing foundation | BI01010001010000000000000515BI0100001361 | 787.82 | sqm |
| 251 | 5.49 | 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 | BI01010001010000000000000515BI0100001362 | 245.44 | cum |
| 252 | 5.5 | 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. | BI01010001010000000000000515BI0100001363 | 2454.4 | sqm |
| 253 | 5.51 | 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 | BI01010001010000000000000515BI0100001364 | 73.6319 | cum |
| 254 | 5.52 | 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 | BI01010001010000000000000515BI0100001365 | 49.0879 | cum |
| 255 | 5.53 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per ITF Specifications and Guidelines. | BI01010001010000000000000515BI0100001366 | 2454.4 | sqm |
| 256 | 5.54 | Sports Accessories\nSupply and Installation of Removable Tennis Poles, Net as per ITF Specifications and Guidelines. | BI01010001010000000000000515BI0100001367 | 2 | Pair |
| 257 | 5.55 | 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. | BI01010001010000000000000515BI0100001368 | 829.28 | sqm |
| 258 | 5.56 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001369 | 3144.35 | kg |
| 259 | 5.57 | Site Clearance | BI01010001010000000000000515BI0100001370 | ||
| 260 | 5.58 | 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 | BI01010001010000000000000515BI0100001371 | 1000 | sqm |
| 261 | 6 | Prayag Mahila Vidyapeeth Degree College | BI01010001010000000000000515BI0100001372 | ||
| 262 | 6.01 | Badminton Court - 2 Nos (16.4 X 8.5 m) | BI01010001010000000000000515BI0100001373 | ||
| 263 | 6.02 | 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\nFor Drain and Fencing foundation | BI01010001010000000000000515BI0100001374 | 88.22 | cum |
| 264 | 6.03 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001375 | 6.474 | cum |
| 265 | 6.04 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001376 | 4.7808 | cum |
| 266 | 6.05 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001377 | 26.89 | cum |
| 267 | 6.06 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls & Fencing foundation | BI01010001010000000000000515BI0100001378 | 239.04 | sqm |
| 268 | 6.07 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating | BI01010001010000000000000515BI0100001379 | 1992 | kg |
| 269 | 6.08 | 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 | BI01010001010000000000000515BI0100001380 | 27.88 | cum |
| 270 | 6.09 | 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. | BI01010001010000000000000515BI0100001381 | 278.8 | sqm |
| 271 | 6.1 | 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 | BI01010001010000000000000515BI0100001382 | 8.364 | cum |
| 272 | 6.11 | 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 | BI01010001010000000000000515BI0100001383 | 5.576 | cum |
| 273 | 6.12 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001384 | 278.8 | sqm |
| 274 | 6.13 | Sports Accessories\nSupply and Installation of Removable Badminton Poles,Net as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001385 | 2 | Pair |
| 275 | 6.14 | 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. | BI01010001010000000000000515BI0100001386 | 348.6 | sqm |
| 276 | 6.15 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001387 | 1452.5 | kg |
| 277 | 6.16 | Volley Ball Court (34 X 19 m) - 1 No | BI01010001010000000000000515BI0100001388 | ||
| 278 | 6.17 | 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\nFor Drain and Fencing foundation | BI01010001010000000000000515BI0100001389 | 146.28 | cum |
| 279 | 6.18 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001390 | 6.89 | cum |
| 280 | 6.19 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001391 | 5.088 | cum |
| 281 | 6.2 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001392 | 28.62 | cum |
| 282 | 6.21 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls & Fencing foundation | BI01010001010000000000000515BI0100001393 | 254.4 | sqm |
| 283 | 6.22 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating | BI01010001010000000000000515BI0100001394 | 2120 | kg |
| 284 | 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 | BI01010001010000000000000515BI0100001395 | 64.6 | cum |
| 285 | 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. | BI01010001010000000000000515BI0100001396 | 1292 | sqm |
| 286 | 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 | BI01010001010000000000000515BI0100001397 | 19.38 | cum |
| 287 | 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 | BI01010001010000000000000515BI0100001398 | 12.92 | cum |
| 288 | 6.27 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers from FIFA Preferred producer With Line marking as per IVF guidelines. | BI01010001010000000000000515BI0100001399 | 646 | sqm |
| 289 | 6.28 | Sports Accessories\nSupply and Installation of Fixed Volleyball Post,Net as per IVF Specifications and Guidelines. | BI01010001010000000000000515BI0100001400 | 1 | Pair |
| 290 | 6.29 | 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. | BI01010001010000000000000515BI0100001401 | 371 | sqm |
| 291 | 6.3 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001402 | 1545.83 | kg |
| 292 | 6.31 | Green Tennis Court - 2 Nos (30 X 15 m) | BI01010001010000000000000515BI0100001403 | ||
| 293 | 6.32 | 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 - 200 mm thick\nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001404 | 263.85 | cum |
| 294 | 6.33 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001405 | 11.7 | cum |
| 295 | 6.34 | Cement concrete with 20 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:1.5:3 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Fencing foundation | BI01010001010000000000000515BI0100001406 | 8.64 | cum |
| 296 | 6.35 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST \nFor Drain and fencing foundation | BI01010001010000000000000515BI0100001407 | 48.6 | cum |
| 297 | 6.36 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST\nFor Drain walls & Fencing foundation | BI01010001010000000000000515BI0100001408 | 432 | sqm |
| 298 | 6.37 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nFor MS Rectangular Flat Section (50 mm X 5 mm)-Drain Grating | BI01010001010000000000000515BI0100001409 | 3600 | kg |
| 299 | 6.38 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Tennis Court- 100 mm thick | BI01010001010000000000000515BI0100001410 | 90 | cum |
| 300 | 6.39 | RCC work with cement approved coarse sand and 2cm gauge approved stone grit in proportions of 1:1.5:3 in raft foundations and footing excluding supply of reinforcement and its bending 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 binding wire. The rate excludes making of drip course which shall be paid extra excluding GST\nFor Tennis Court- 100 mm thick | BI01010001010000000000000515BI0100001411 | 90 | cum |
| 301 | 6.4 | M.S. (tor steel or plain) in palin work such as RCC or R.B 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 | BI01010001010000000000000515BI0100001412 | 8100 | kg |
| 302 | 6.41 | Sports Surfaces\nSupply and Installation of Synthetic Acrylic 8 Layers Surface approved by ITF. \nIncluding Line Marking as per ITF Specifications and Guidelines. | BI01010001010000000000000515BI0100001413 | 900 | sqm |
| 303 | 6.42 | Sports Accessories\nSupply and Installation of Removable Tennis Poles, Net as per ITF Specifications and Guidelines. | BI01010001010000000000000515BI0100001414 | 2 | Pair |
| 304 | 6.43 | 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. | BI01010001010000000000000515BI0100001415 | 630 | sqm |
| 305 | 6.44 | M.S or Iron work of small sizes and section such as holding down bolts, hold fast, tie road grating etc. brought to required from including supply of steel bolts, nuts wastage, etc. and their fixing required for proper completion of the work. Excluding GST\nVertical MS Angles (50X50X5 mm) for Fencing\nHorizontal MS Angles (50X50X5 mm) for Fencing | BI01010001010000000000000515BI0100001416 | 2625 | kg |
| 306 | 6.45 | Kho Kho Court | BI01010001010000000000000515BI0100001417 | ||
| 307 | 6.46 | 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 | BI01010001010000000000000515BI0100001418 | 93 | cum |
| 308 | 6.47 | Preparation and consolidation of sub grade with power road roller of 8 to 12 tonne capacity after excavating earth to an average of 22.5 cm depth, dressing to camber and consolidating with road roller including making good the undulations etc. and re-rolling the sub grade and disposal of surplus earthwith lead upto 50 metres. | BI01010001010000000000000515BI0100001419 | 620 | sqm |
| 309 | 6.48 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001420 | 93 | cum |
| 310 | 6.49 | Supply and fixing of Kho Kho Poles as per the specifications and as directed by the Engineer incharge. | BI01010001010000000000000515BI0100001421 | 1 | Pair |
| 311 | 6.5 | Site Clearance | BI01010001010000000000000515BI0100001422 | ||
| 312 | 6.51 | 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 | BI01010001010000000000000515BI0100001423 | 3000 | sqm |
| 313 | 7 | Prayag Mahila Vidyapeeth Inter College | BI01010001010000000000000515BI0100001424 | ||
| 314 | 7.01 | Badminton Court - 2 Nos (16.4 X 8.5 m) | BI01010001010000000000000515BI0100001425 | ||
| 315 | 7.02 | 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\nFor Drain | BI01010001010000000000000515BI0100001426 | 93.86 | cum |
| 316 | 7.03 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Drain | BI01010001010000000000000515BI0100001427 | 6.474 | cum |
| 317 | 7.04 | M-150 Brick work in 1 cement and 5 fine sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001428 | 15.687 | cum |
| 318 | 7.05 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST | BI01010001010000000000000515BI0100001429 | 139.44 | sqm |
| 319 | 7.06 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001430 | 27.88 | cum |
| 320 | 7.07 | RCC work with cement approved coarse sand and 2cm gauge approved stone grit in proportions of 1:1.5:3 in raft foundations and footing excluding supply of reinforcement and its bending 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 binding wire. The rate excludes making of drip course which shall be paid extra excluding GST\nFor Badminton Court- 100 mm thick | BI01010001010000000000000515BI0100001431 | 27.88 | cum |
| 321 | 7.08 | M.S. (tor steel or plain) in palin work such as RCC or R.B 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 | BI01010001010000000000000515BI0100001432 | 2509.2 | kg |
| 322 | 7.09 | Sports Accessories\nSupply and Installation of Removable Badminton Poles,Net as per BWF Specifications and Guidelines. | BI01010001010000000000000515BI0100001433 | 2 | Pair |
| 323 | 7.1 | Badminton Court - 2 Nos (16.4 X 8.5 m) | BI01010001010000000000000515BI0100001434 | ||
| 324 | 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\nFor Drain | BI01010001010000000000000515BI0100001435 | 160.62 | cum |
| 325 | 7.12 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:3:6 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001436 | 6.63 | cum |
| 326 | 7.13 | M-150 Brick work in 1 cement and 5 coarse sand (F.M. 1.25) mortarin foundation and plinth including supply of all materials, labour & tools & Plants etc. required for proper completion of the work. Excluding GST | BI01010001010000000000000515BI0100001437 | 16.065 | cum |
| 327 | 7.14 | 12 mm thick cement plaster with cement & fine sand mortar in proportion of 1:6 complete, Excluding GST | BI01010001010000000000000515BI0100001438 | 142.8 | sqm |
| 328 | 7.15 | Cement concrete with 40 mm gauge approved stone ballast, coarse sand and cement in proportions of 1:2:4 including supply of all materials, labour, tools & plant ec reuired for proper completion of the work. Excluding GST\nFor Basket Ball Court - 100 mm thick | BI01010001010000000000000515BI0100001439 | 60.8 | cum |
| 329 | 7.16 | RCC work with cement approved coarse sand and 2cm gauge approved stone grit in proportions of 1:1.5:3 in raft foundations and footing excluding supply of reinforcement and its bending 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 binding wire. The rate excludes making of drip course which shall be paid extra excluding GST\nFor Basket Ball Court - 100 mm thick | BI01010001010000000000000515BI0100001440 | 60.8 | cum |
| 330 | 7.17 | M.S. (tor steel or plain) in palin work such as RCC or R.B 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 | BI01010001010000000000000515BI0100001441 | 5472 | kg |
| 331 | 7.18 | Sports Accessories\nSupply and Installation of Fixed Basketball Post,Net as per FIBA Specifications and Guidelines. | BI01010001010000000000000515BI0100001442 | 1 | Pair |
| 332 | 7.19 | Kids Play Area | BI01010001010000000000000515BI0100001443 | ||
| 333 | 7.2 | 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 | BI01010001010000000000000515BI0100001444 | 34.5 | cum |
| 334 | 7.21 | 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) | BI01010001010000000000000515BI0100001445 | 230 | sqm |
| 335 | 7.22 | Supply and fixing of Double Seater Swing\nSafe Area is 12'X10' | BI01010001010000000000000515BI0100001446 | 2 | Nos |
| 336 | 7.23 | Supply and fixing of Double Seater See saw\nSafe Area is 10'X6' | BI01010001010000000000000515BI0100001447 | 2 | Nos |
| 337 | 7.24 | Supply and fixing of FRP Slides\nSafe Area is 18'X4' | BI01010001010000000000000515BI0100001448 | 2 | Nos |
| 338 | 7.25 | Supply and fixing of Merry go round 5 feet dia. \nSafe Area 8' X 8' | BI01010001010000000000000515BI0100001449 | 2 | Nos |
| 339 | 7.26 | Site Clearance | BI01010001010000000000000515BI0100001450 | ||
| 340 | 7.27 | 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 | BI01010001010000000000000515BI0100001451 | 1710 | sqm |
| 341 | Total in Figures |
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